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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹5.9 L
EMD Value
₹5,900
Closing Date
14 Oct 2026, 2:00 pm2d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
SE/CEDC/SOUTH/CBE
O/O.SE/CEDC/S/CBE
Construction of RCC sump and septic tank to the newly constructed of AEE Sub division office cum AE South and AE North Podanur office premises
2026_EB_709362_1
SE/CEDC/S/CBE/05/2026-2027
Open Tender
Civil Works
Works
90 days
PODANUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹5,900
30 Sept 2026
30 Sept 2026
15 Oct 2026
30 Sept 2026
14 Oct 2026
30 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulder 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 | 42 | m3 | - | - |
| 2 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in SDR 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 | 21 | m3 | - | - |
| 3 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in MR & DMR 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 | 7 | m3 | - | - |
| 4 | 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 | 4 | m3 | - | - |
| 5 | PCC 1:3:6 mix using 20mm HBS machine crushed metal for foundation including cost of all labour, materials, lead, lift, curing, etc., complete. | 4 | m3 | - | - |
| 6 | Reinforced Cement Concrete 1:2:4 using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including Super Plasticiser, mixing charges for machine mix, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification | 1.7 | m3 | - | - |
| 7 | RCC 1: 1.5:3 using 12-20mm HBS metal (machine crushed) metal for concrete works with centering, shuttering form work including cost of all material, lead, lift, etc, complete, but excluding cost of steel reinforcement. Plinth Beam | 4.7 | m3 | - | - |
| 8 | Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 10 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 one as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. Super Structure | 13 | m3 | - | - |
| 9 | Reinfoced Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using -12-20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including Super Plasticiser, mixing charges for machine mix,laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - machine mix - Roof slab 130mm thick | 21 | m2 | - | - |
| 10 | 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. | 61 | m2 | - | - |
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