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Tender Value
Refer Docs
EMD Value
₹66,000
Closing Date
1 Sept 2026, 3:00 pm6d left
Superintending Engineer, PWD.,BCMC-1, Chennai
O/o. The Superintending Engineer, PWD., Buildings (C and M) Circle-1, Chepauk, Chennai-5
Establishment of Administrative Office facilities on the 10th Floor of Block 3 of Namakkal Kavignar Maaligai, Secretariat, Chennai 09
2026_PWD_694175_1
PWD/BCMC1/05-3/2026-27
Open Tender
Civil Works
Lump-sum
90 days
NKM Building, Secretariat Campus
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹66,000
17 Aug 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supply and erection of Double Leaves Fire Rated Door with Frame having the dimension of 1200mm x 2100mm with following specification:
a. Door Frame 1.6mm: Galvanized 120 GSM branded make JSW
b. Door Leaf 1mm: Galvanized 120 GSM branded make JSW
c. Shutter Thickness: 46mm
d. Honeycomb: In-fill
e. Glue Macroplast UR-7221
f. Door Hinges: 4 x 3 x 3mm, Double Ball: Ball bearing Butt Hinges Grade SS 304 - Finish SS
g. Door Closer with Standard Arm Finish: Silver
h. Lock Set: Dead Lock with both side key
i. Door Orientation: To be confirmed by client
j. Mounting of door: Brick wall mounted
k. Powder Coating: Powder coated in standard RAL paint colour of PO Red (60 to 90) Microns
l. Single Point Panic Bar (2 Horizontal)
m. Dead Lock with both side key
n. Vision Panel 200 x 300mm 2 Hrs. Fire Glass with Frame
o. Rated Glass with Frame
p. Anchor Bolt with Endcaps
The above assembly mounted on concrete or brick wall including the cost of cutting, chipping, concrete packing,pastering, scaffolding all other conveyence as per standard methods and as directed by the Departmental Officers. | 10 | Sqm | - | - |
| 2Brick work in following Cement Mortar 1:6 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 2.01 | Tenth Floor | 44 | Cum | - | - |
| 3Providing and fixing approximately 90 mm thick plywood wall partition using 19 mm thick high-density waterproof BWP plywood on both faces, fixed over an aluminium framework consisting of 50 × 50 × 1.6 mm aluminium box sections placed vertically at 600 mm centre-to-centre and 25 × 50 × 1.5 mm aluminium channels fixed to the floor and soffit with suitable fasteners at 300 mm staggered centres. The cavity shall be filled with 50 mm thick, 1000 GSM synthetic polyester acoustic insulation. Necessary additional framing shall be provided around door and window openings. Plywood shall be fixed with approved self-drilling screws, joints finished neatly, complete in all respects as directed by the departmental engineers. | |||||
| 3.01 | Tenth Floor | 248.7 | Sqm | - | - |
| 4 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers. | 493 | Sqm | - | - |
| 5 | Plastering the surface of walls with Cement Mortar 1:3 (One cement and Three plastering sand), 20mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc., complete complying with standard specification and as directed by the departmental officers. | 328 | Sqm | - | - |
| 6 | Supplying and erecting centering for plane surfaces such as RCC Floor / Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting above 3.60m upto 4.90m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m (expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2.40 x 3.0m (expandable upto 4.90m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c and with Cross bracings provided at two levels at a spacing of 1.80m etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 15.76 | Sqm | - | - |
| 7 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical support @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid) | 40 | Sqm | - | - |
| 8Providing and laying in position, Standardised Concrete Mix M-30 Grade Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
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