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Tender Value
Refer Docs
EMD Value
₹6,900
Closing Date
8 Sept 2026, 2:00 pm
CHIEF ENGINEER
Head Office, Koyambedu, Chennai-107
Providing Pipe Culvert and Construction of compound wall at Cheyyur godown campus in the work of Construction of Additional Scientific Storage Godown of 1000M.T capacity in TNCSC Godown campus at Cheyyur Village and Taluk in Chengalpattu District
2026_TCSC_697512_1
5/CED6/ 027428 /2026
Open Tender
Civil Works
Lump-sum
90 days
CHEYYUR
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,900
24 Aug 2026
24 Aug 2026
8 Sept 2026
24 Aug 2026
8 Sept 2026
24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting including initial leads and lifts and refilling the sides of foundation with excavated earth in 150 mm layers well watered, rammed and consolidated including depositing surplus earth within the godown or inside compound in places shown with initial lead of 10 mts and initial lift of 2 mts. Clearing, leveling the site, shoring, strutting, bailing of water wherever necessary etc., complete complying with standard specification and as directed. | 31 | M3 | - | - |
| 1.02 | CEMENT CONCRETE 1:5:10(one cement, five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including mixing by mechanical means de-watering side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed. | 6 | M3 | - | - |
| 1.03 | Supply and fixing of NP3 class size of 450mm RCC pipe conforming of IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete as directed by the departmental officers. | 39 | RM | - | - |
| 1.04 | Providing and laying in position, Standardised Concrete Mix M20 Grade in accordance with IS:456-200 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/M3 and mazimum water cement ratio of 0.55, including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improvement workability without impairing strength and durability with about (5 Cu.m) 7730 Kg of 20mm machine crushed stone jelly and with about (3.3 Cum)5156 kg of 0-12mm machine crushed stone jelly and with about (4.7 Cum) 7670 kg of sand, but excluding cost of reinforcement gril and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, cutting etc., and Providing fixtures like fan clams in the RCC floor/ roof slabs wherever necessary without claiming extra etc., complete complying with standard specification and as directed the departmental officers. The coarse and five aggregates to be used should comply with the requirements of 15 Standards. (No separate payment will be made by the Department for the excess usage of materials.
In foundation basement | 5.5 | M3 | - | - |
| 1.05 | In Ground floor upto 4.50M height above basement. | 2.6 | M3 | - | - |
| 1.06 | Supplying, fabricating and placing in position MS/RTS grills for reinforcement for all R.C.C.works including cost of steel, labour for straightening, bending, cranking, tying grills with 18 gauge galvanized binding wire and placing grills in position complete complying with standard specification and as directed. | 7.5 | QTL | - | - |
| 1.07 | Providing FORM WORK for centering the soffits of all reinforcement concrete work including strutting to the required (3 metre) height with mild steel sheets of size 90cm x60cm 10gauge stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid with country wood joist of average of size 10cm x 6.50cm at about 90cm centers with casuarinas props of 13cm dia at 75cm centre to centre with all nails coir, wedges complete and removing the form work after necessary curing period as directed by the corporation officers. The rates should inclusive of cutting, bending, welding charges of M.S.sheets; M.S. angles etc complete complying with standard specification and as directed.
Column footing, Column pedestal, Plinth beam, grade beams, staircase steps, Sill slabs etc., | 36 | M2 | - | - |
| 1.08 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing etc., | 32 | M2 | - | - |
| 1.09 | BRICK WORK in cement mortor 1:5(one cement, five sand) using best quality Stock bricks of size 9”x 4 3/8” x 2 ¾ “ for walls including cost of scaffolding curing, finishing etc., complete complying with standard specification and as directed by the departmental officers.
In foundation and basement. | 2.5 | M3 | - | - |
| 1.1 | In Ground floor upto 4.50M height above basement. | 15 | M3 | - | - |
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