191N6026Q0005 - PR16044112 - MSGR - SOW and BOQ for Civil and plumbing works - Final.xlsx
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- Solicitation number
- 191N6026Q0005
- Issued by
-
Department of State
About this file
This is a Statement of Work (SOW) and Bill of Quantities (BOQ) for civil and plumbing construction work required to convert Adyar House to a U.S. Consulate General residence in Chennai, India. The scope of work encompasses 25 line items totaling various construction and renovation tasks at the property located at No. 8 Turnbulls Road Extension, Chennai-600035, with work also required at the existing MSGR residence at No. 6/2 North Crescent Road, T. Nagar, Chennai-600017. Major work items include construction of an ADA-compliant ramp with stainless steel handrails and an ADA toilet facility; installation of PUF panel sheets over carparking with MS structural tubing; concrete work including reverse slope concreting for the driveway; metal spiral staircase and MS gate fabrication and installation; plumbing work including replacement of main sewer lines from 4-inch to 6-inch PVC pipe; interior modifications including an interior bar with cabinetry and granite countertop, laundry room sink installation, and wardrobe cabinet fabrication; drywall partitions with fire-rating; relocation of guard booth and kitchen fire suppression systems; CCTV camera pole installation with concrete bases; and miscellaneous items such as LPG gas cylinder box modification and room designation brass plates.
The RFQ submission deadline is Tuesday, August 25, 2026, at 3:00 p.m. IST, with quotations to be submitted electronically to ChennaiProcurementFSNS@state.gov. Mandatory site visits are scheduled for Tuesday, August 18, 2026, at 11:00 a.m. IST, with registration required by August 13, 2026, at 11:00 a.m. Technical queries must be submitted by Wednesday, August 19, 2026, at 3:00 p.m. IST. Vendors without service support availability in Chennai and those failing to attend the mandatory site inspection will not be considered. The solicitation number is 191N6026Q0005 - PR16044112, issued by the U.S. Consulate General Chennai under the Department of State. Quotes must follow the provided BOQ format exactly, with all pricing provided in Indian Rupees (INR) including 18% GST, with line items currently showing zero rates requiring contractor completion.
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Text version
Final
CONSULATE GENERAL OF THE
UNITED STATES OF AMERICA
220 Anna Salai, Gemini Circle Chennai 600 006
| Conversion of Adyar House to MSGR |
| BOQ Date: Aug-20-2025 |
| ***Please submit your quote ONLY as per this format. Quotes submitted in any other format shall not be considered. |
| Sl no | Description of Work | Qty | Units | Rate | Amount in INR |
| 1 | ADA Ramp: Contractor shall cast 5’-0 ” wide with 1:12 ratio slope, concrete to make a ramp at the designated location shown in the drawing A-09. |
Ramp shall be made from volume batched M20 concrete of 6 inches thickness. The top surface of the ramp to be neatly finished. A reinformcement mat of 8mm @ 200mm C/c bothways New ramp shall be equipped with stainless steel handrail made of grade 304. Specification for Stainless Steel railing is as follows:
Shall follow 2010 ADA standards for Accessible Design (section 405 & 505).
Handrail is required on both sides.
Height of the handrail shall be minimum 34” and max. 38”.
Extend horizontally 12 inches minimum in the same direction as ramp.
The handrail top railing shall be circular and 2” in diameter. Vertical members of the SS handrail to be 32mm diameter Gripping shall be smooth, free from sharp or abrasive elements.
No obstruction on top or side.
| 1 | Lot | 0.00 |
| Necessary anchors fasteners with Hilti to be used for connection of the hand rail with the concrete surface/ brick walls. |
The vendor shall provide a retaining wall (brick work) of 230mm thick (varying height along the length) along the ramp length with brick of 75 kg/Sqcm Necessary filling earth without lumps and vegetation to be used to prepare the base surface to take up the concrete, the earth to be rammed by mechanical means The walls to be neatly plastered with CM ratio 1:4 The vendor should correct the damages for the existing landing granite if any occurs.
| 2 | ADA Toilet: Contractor shall refer attached drawing A-09 for location of ADA toilet and Annexure IV for details for installation of the fixtures and other | ||
| Contractor shall get the structure of the new ADA toilet designed by a registered and licensed structural engineer. Contractor shall ensure following requirements, not limited to though, to be met in design which needs to be approved by SME before actual construction on site: | 1 | Lot | 0.00 |
| Provide typical details and design information for the proposed concrete roof cover and balance structure for the ADA toilet. Indicate thickness reinforcement, cover, comprehensive strength and connection requirements to the existing structure. Please mention the Load Bearing Capacity of the soil and its relation in design. |
The design to be shared must have:
| a. | Design basis with codes referred and applied. |
| b. | STADD calculations for the design. |
Desing shall be approved by COR before proceeding with the actual construction on site.
Proposed ADA toilet shall be standalone structure with provision to take load of another proposed toilet above this one on second floor and any anticipated load at roof level.
| Contractor shall follow ADA standards attached with this SOW under ANNEXURE IV to design the toilet fixture installation. | 0.00 | ||
| 3 | PUF panel sheets over carparking- Supply, fabrication and installation of MS square tube of size 75mm x75mm for rafters and purlins of structural roofing (Jindal/SAIL/TATA /Equivalent make), The sections to be connected with the existing civil structure with necessary anchors and plates. The cost to be inclusive of providing 75mm thick puff insulated sandwich panels (connected by tongue and groove method). The joints to sealed properly with necessary sealant for environmental control |
Removal of the existing roofing sheets and purlins Raising the level of brick walls to avoid any air gaps.
| 1 | Lot | 0.00 |
| 4 | Concreting to reverse slope - Supplying and laying of volume batched M20 grade (1:1.5:3) concrete for the driveway area to provide proper slope and drain of rain water. |
The scope is inclusive of Dismantling the existing concrete floors, removal of debris generated from the USG property
| Resloping of the ground area and preparing the surface to take up the new concrete, necessary ramming to done in areas of soil filling. The concrete to be laid in panels of size not more 32 Sqm.Necessary reinforcement of 8mm dia 200mm c/c to be used (mat) with cover. | 1 | Lot | 0.00 | ||
| 5 | Dismantling of the rear side jalli in the garage, the debris generated to be carted away from its location on daily basis and the cost to be inclusive of removing the waste away from USG property. | ||||
| 1 | Lot | 0.00 | |||
| 6 | Metal Spiral Staircase: Contractor shall refer Annexure III to understand the requirement for spiral staircase. Contractor shall take this SOW just for reference and get the spiral staircase designed by a registered licensed structural engineer. Calculation shall have Stadd calculations for reference by the USG structural engineer for approval | 1 | Lot | 0.00 | |
| 7 | Metal gate: Supply and installation of MS gate (structural material of Jindal, TATA or equivalent make). |
The gate to provided with necessary frames with 3mmthick MS sheet The vendor should share the design proposed with weight of the gate. (Size 5.5m x 2.1m Tentative qty 1 no). The cost to be inclusive of
1. Removing the existing gate and handing over the same to facility team
2. Raising of gate entry point by 200mm to 250mm Laying of ramp on both sides of the gate.
2. Supply and installation of new MS gate with necessary micro concrete of Fosroc or equivalent make
3. Applying one coat of PU primer and 2 coats PU paint of approved color and shade.
| The surface of the MS structure to be neatly sanded and levelled before primer application. (All leads and lifts to be covered) | 1 | Lot | 0.00 |
| 8 | LPG gas cylinder box - Construct shall modify the existing masonry LPG gas cylinder box to house six LPG bottles. |
Contractor shall use first class bricks 75 kg/Sqcm to make new walls and 75mm thick concrete slab volume batched on top.
The new concrete slab shall have gauge 10mm welded wire mesh embedded in the center to take temperature stresses.
Pipeline work to make manifold for six gas bottles to existing kitchen areas.
Heavy duty composite pipe suitable for supply of cooking gas (dia. – 0.5 inch).
Proposed pipeline should consist of control valve, pressure valve, end part hose.
| 1 | Lot | 0.00 | |
| 9 | Guard Booth: Contractor shall shift existing guard booth from the leased residence and install it near main gate per location shown in the drawing A-02. | ||
| Contractor shall make concrete platform 150mm thick with volume batched cement concrete (1:1.5:3). The platform size to be 2 feet extended from the guard booth size on all side of the guard booth. | 1 | Lot | 0.00 |
| 10 | Interior Bar: Contractor shall demolish the part of the wall facing towards the living area and put a lintel to take load of approximately 1 meter of the masonry above it. Contractor shall follow the design below for lintel. |
Fabricate and install new base cabinets of 24” depth up to the 42” height using good quality pre-laminated waterproof ply board. The front doors, rear and partition shall be of 18mm thick pre-laminated waterproof ply board. The doors should be post firm finished.
| The base cabinets shall have three sets of double door cabinets. Two racks shall be provided for 2 cabinets and clear space provided for the for the SS sink space. | 1 | Lot | 0.00 |
| 11 | Supply and installation of SS sink of size 22" x 18" over the granite counter top table. |
The cost to be inclusive of providing 18mm thick granite counter table top over cement mortar 1:4 (average thickness of 20mm to 35mm).
Necessary bull nosing to be done on the edges of the granite .
| Necessary plumbing water lines both hot and cold water and waste lines with angle cocks for water flow control | 1 | Lot | 0.00 | ||
| 12 | Laundry room: Construction of brick work to close the jalli holes with cement mortar 1:4. The brick shall be of compressive strength 75 Kg/Sqcm. The cost to be inclusive of plastering the surface with cement mortar 1:4. The damaged areas of the jalli structure to be removed and neatly plastered to match the finish of the structure. | 1 | Lot | 0.00 | |
| 13 | Laundry room: Suply and install a double bowl SS sink(Jayna/Nirali/Equivalent) with necessary P trap drain lines and conect it to the nearest man hole chamber. Supply and laying of 20mm Dia CPVC pipe of (ASTRA/FINOLEX/EQUIVALENT) for supply of raw water, the cost to be inclusive of cutting the wall and laying the pipe lines. The cut open walls for pipe lines to be neatly finished with cement mortar 1:3 | 1 | Lot | 0.00 | |
| 14 | Removing of the existing Fire rated doors from the existing MSGR residence and installing the same.- Cost to be inclusive of removing of the existing fire door with frame from the location without any damages. |
Carting of the removed doors and frames Installation of the removed doors with necessary anchors and bolts with MS sub frame to take up the fire door anchor bolts with support and concrete for the frame.
| The brick wall edges should be neatly finished with cement mortar to take up the frame. | 15 | EA. | 0.00 | ||
| 15 | Supply and installation of 32mm thick solid core door with teak wooden door frame and necessary fittings and accessories | 15 | EA. | 0.00 | |
| 16 | Designation of Rooms: | Contractor shall put brass plate 4” X 4” with numbers engraved on them for designation of the rooms. | |||
| 1 | Lot | 0.00 | |||
| 17 | Construction of wall in the second floor bed room 7 along the hall way with aerocon blocks and cement mortar 1:4. The cost to be inclusive of plastering the external and internal walls cement mortar 1:4. The joints of the walls with concrete structures to be plastered with fiber mesh. | ||||
| The wall to be provided with sill concrete @ 1.5m level from the FFL. Installation of MS grill supplied by USG. | 1 | Lot | 0.00 | ||
| 18 | Remove the existing Kitchen fire suppression system and exhaust fan from the existing MSGR and modify it to required size and fix the same at the new MSGR. Cost to be inclusive of removal of existing kitchen fire suppression with hood from the location without damages, carting the same and install it with required anchors and bolts. The suppression cylinder needs to be re-filled. | 1 | Lot | 0.00 | |
| 19 | Replace the existing 4" main sewer lines to 6" PVC 10Kg pipe with necessary alteration in the man hole chambers. The cost should be inclusive of digging , replacement of pipe and closing the trench and level the surface. | 1 | Lot | 0.00 | |
| 20 | Staircase: 4" Dry wall partition with 12mm gym board , 30minutes fire rated on both sides. Vendor shall install two boards on each side with 50mm thick glass wool infill. Please refer cross sec. shown in this drawing below. | 1 | Lot | 0.00 | |
| 21 | Bed rooms: Install 4" Dry wall partition with 12mm gym board on both sides. Vendor shall install two boards on each side with 50mm thick glass wool infill. All the materails will be supplied by consulate. (Tentatve quantity: 1260 sq.ft approximately) | 1 | Lot | 0.00 | |
| 22 | Bed rooms: Fabricate and install new wardrobe cabinets of 24” depth up to the 84” height using good quality pre-laminated waterproof ply board. The front doors, rear and partition shall be of 18mm thick pre-laminated waterproof ply board. The doors should be post firm finished. The cabinets shall have two shelves, coat hanger with racks with two drawer units with handle. All the hinges and runner should be soft closing. All the materials will be supplied by the consulate. | 7 | Nos. | 0.00 | |
| 23 | Provide RCC concrete base for the camera poles as per attahced details as per attached PDF file. | 12 | EA. | 0.00 | |
| 24 | Break the conceret floor in the driveway and pay 2" heavy duty PVC pipe to run the CCTV camera cable and wires. Finished the driveway floor back to origanl condition after laying the pipes. | 1 | Lot | 0.00 | |
| 25 | Supply and install CCTV camera mounting pole as per attahced design drawing - CCTV camera mounting pole Pdf. file | 12 | EA. | 0.00 | |
| Subtotal | 0.00 | ||||
| GST 18% | 0.00 | ||||
| Grand Total | 0.00 |
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