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Tender Value
₹18.3 L
EMD Value
₹18,290
Closing Date
31 Jul 2026, 3:00 pm5d left
Executive Engineer
PWD Campus, Chengam Road, Tiruvannamalai
Providing Passenger Lift in Collectorate building at Tiruvannamalai in Tiruvannamalai District.(Civil works only)
2026_PWD_686119_1
D1/1013/26-27/1TN-12/14.07.26
Open Tender
Civil Works - Buildings
Lump-sum
120 days
Tiruvannamalai
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹18,290
Yes
16 Jul 2026
16 Jul 2026
31 Jul 2026
16 Jul 2026
31 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 40.2 | Cu.m | - | - |
| 2 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 4.1 | Cu.m | - | - |
| 3 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 7.5 | Cu.m | - | - |
| 4Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 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 maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 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 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). | |||||
| 4.01 | For Foundation and Basement | 13.1 | Cu.m | - | - |
| 4.02 | For Superstructure in Ground Floor | 3 | Cu.m | - | - |
| 4.03 | For Superstructure in First Floor | 3 | Cu.m | - | - |
| 4.04 | For Superstructure in Second Floor | 4 | Cu.m | - | - |
| 4.05 | For Superstructure in Third Floor | 3.6 | Cu.m | - | - |
| 5Brick work in Cement Mortar 1:6 (One Cement and Six Crushed Stone Sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 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. For Foundation and Basement | |||||
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