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Tender Value
₹23.6 L
EMD Value
₹22,000
Closing Date
13 Oct 2026, 2:00 pm
Executive officer
Arulmigu Ekambaranathar Temple,Kanchipuram Town,Taluk and District
Providing Paverblock for the Vehicle pathway along the west and East sides of the 4th Praharam in Arulmigu Ekambaranathar Temple,Kanchipuram Town,Taluk and District
2026_HRCE_708134_1
03/2026
Open Tender
Civil Works
Lump-sum
180 days
Kancheepuram
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹22,000
Yes
25 Sept 2026
25 Sept 2026
13 Oct 2026
25 Sept 2026
13 Oct 2026
25 Sept 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. | 515 | cum | - | - |
| 2 | Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 86 | cum | - | - |
| 3 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers | 17.5 | cum | - | - |
| 4 | 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. | 171.5 | cum | - | - |
| 5 | 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 | 17.5 | cum | - | - |
| 6 | Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x75mm with class designation of 10 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. | 40 | cum | - | - |
| 7 | Plastering the surface of walls with Cement Mortar 1:3 (One cement and Three 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 | 348 | sqm | - | - |
| 8 | Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality | 348 | sqm | - | - |
| 9 | Supplying and laying hydraulic pressed monolithic natural grey colour cement concrete inter locking paver block of 83mm thick, in cement concrete 1:2:4 (one cement, two sand, four aggregate) using difference design and with stand for pressure of 150-200 kg/m2 over the existing sand cushion by using earth rambers and also vibratting the concrete blocks often laying using plate vibrators etc, complete as directed by the departmental officers. | 1,145 | sqm | - | - |
| 10 | sub total | - | - | - | - |
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