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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | ₹2.5 L | L1 | Accepted-AOC as per TCR |
| 2 | Rejected-Technical WARD NO 2 MALVIIYANAAGAR P O WEST CHIRIMIRI COLLIERY DISTT MCB CHHATTISGARH PIN 497773 | KOREA | CHHATTISGARH | 497773 | - | - | Rejected-Technical as per recommendation of tender committee |
| 3 | Rejected-Technical B TYPE QTR P O WEST CHIRIMIRI COLLIERY DISTT M C B C G PIN 497773 | KOREA | CHHATTISGARH | 497773 | - | - | Rejected-Technical as per recommendation of tender committee |
| 4 | Rejected-Technical AZAD NAGAR GODRIPARA CHIRIMIRI DISTT MCB CHHATTISGARH PIN 497555 | KOREA | CHHATTISGARH | 497555 | - | - | Rejected-Technical as per recommendation of tender committee |
Tender Value
₹6.2 L
EMD Value
₹7,900
Closing Date
4 Apr 2026, 6:00 pmClosed
Staff officer Civil Chirimiri Area
Office of the Staff officer Civil Chirimiri Area
Improvement of external sanitary system of non residential building of GM complex in Chirimiri area.
2026_SECL_357419_1
SECL/CHRM/ Dy. GMC/25-26/e-Tender/94 dt. 24.03.2026
Open Tender
Civil Works - Others
365 days
CHIRIMIRI AREA
Refer NIT
3 documents required · 3 mandatory
₹7,900
23 May 2026
24 Mar 2026
6 Apr 2026
25 Mar 2026
4 Apr 2026
25 Mar 2026
25 Mar 2026 - 1 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Item Description | - | - | - | - | - | |
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | - | cum | 221.6 | - | - | |
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :100 mm diameter | - | metre | 53.95 | - | - | |
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 100 mm diameter | - | metre | 287.35 | - | - | |
Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | - | metre | 698.4 | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size
derived from natural sources) | - | cum | 5,434.9 | - | - | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1:6 (1cement 6coarse sand | - | cum | 5,572.2 | - | - | |
12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand) | - | sqm | 306.07 | - | - | |
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). | - | cum | 11,172.79 | - | - | |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars. | - | kg | 91.5 | - | - |
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