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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance | -0.61% | ₹8.3 L | L1 | Admitted-Finance |
| 2 | L2₹8.3 L+₹4,238 (0.51%)Admitted-Finance | -0.10% | ₹8.3 L+₹4,238 (0.51%) | L2 | Admitted-Finance |
| 3 | L3₹8.3 L+₹5,900 (0.71%)Admitted-Finance 177 L BOSE PUKUR ROAD KOLKATA 700039 | KOLKATA | KOLKATA | WEST BENGAL | 700039 | +0.10% | ₹8.3 L+₹5,900 (0.71%) | L3 | Admitted-Finance |
| 4 | L4₹8.4 L+₹13,378 (1.62%)Admitted-Finance 21 KBM CHAKDAH P O P S CHAKDAH DIST NADIA PIN 741222 | CHAKDAH | NADIA | WEST BENGAL | 741222 | +1.00% | ₹8.4 L+₹13,378 (1.62%) | L4 | Admitted-Finance |
| 5 | L4₹8.4 L+₹13,378 (1.62%)Admitted-Finance | +1.00% | ₹8.4 L+₹13,378 (1.62%) | L4 | Admitted-Finance |
Tender Value
₹8.3 L
EMD Value
₹16,619
Closing Date
19 Aug 2026, 12:00 pmClosed
EE_II_KCHD_PWD
P-16, INDIA EXCHANGE PLACE EXTENSION 1st FLOOR, KIT BUILDING, KOLKATA 700 073
Urgent work for covering the balconies at 4th and 5th floor of COE Building at Calcutta Pavlov Hospital, 18 no. Gobra Road, Kol-46, 2026-2027.
2026_WBPWD_5017938_1
WBPWD/EEII/KCHD/NIeT-03/26-27
Open Tender
CIVIL WORKS
Percentage
15 days
Calcutta Pavlov Hospita
Please refer Tender documents.
5 documents required · 5 mandatory
₹16,619
Yes
25 Sept 2026
5 Aug 2026
21 Aug 2026
12 Aug 2026
19 Aug 2026
12 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. i) Mulion & Transom ii) Sub frame for fixing Glass | |||||
| 2Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: | |||||
| 2.01 | (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. | - | - | - | - |
| 2.02 | (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. | - | - | - | - |
| 2.03 | (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. | - | - | - | - |
| 2.04 | The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. | - | - | - | - |
| 2.06 | 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr
2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.
3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml
4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm
5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site.
6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml | 0.6 | Sqm | - | - |
| 3 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | 0.6 | Sqm | - | - |
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