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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 and reasonable for acceptance | |
| 2 | L2₹8.3 L+₹83,517 (11.2%)Rejected-Finance SHIV NIWAS DHANDA P O TOTU DISTT SHIMLA HP 171011 | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171011 | L2 | Rejected-Finance Being other than L1 | |
| 3 | L3₹8.5 L+₹1.1 L (14.4%)Rejected-Finance | L3 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | JAI DURGA CONSTRUCTION COMPANY L3 | M/s Dinesh Kumar L2 | AAY KAY Constructions L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in soft/loose soil n.exc. 1.5M wide & n.exc. 1.5M in depth and getting out | 22 | Cum | 150 ₹3,300 Lowest | 155 ₹3,410 | 195 ₹4,290 |
| 2.00 | Material and Labour for cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) concrete bed to drain pipe incl packing under and haunching against the sides of pipe as they are laid and tested for 200mm bore pipe complete all as specified and as directed by Engineer-in-Charge. | 160 | RM | 280 ₹44,800 | 265 ₹42,400 | 185 ₹29,600 Lowest |
| 3.00 | Material and labour for 200mm bore internal dia salt glazed stone ware pipe grade ‘A’ conforming to IS laid in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed by Engineer-in-Charge. | 160 | RM | 355 ₹56,800 Lowest | 365 ₹58,400 | 410 ₹65,600 |
| 4.00 | Returning filling in soil/loose soil including spreading leveling watering and well ramming in layers not exc. 15cm. | 16 | Cum | 50 ₹800 Lowest | 55 ₹880 | 75 ₹1,200 |
| 5.00 | Removing excavated material (soil) not exc. 50M anddepositing where directed at a level not exc. 1.5M above the starting point. | 4 | Cum | 50 ₹200 Lowest | 55 ₹220 | 75 ₹300 |
| 6.00 | M&L for brick work in CM 1:6 using old size 'B' class bricks straight or curved on plan exc. 6M mean radius complete. | 3 | Cum | 4,650 ₹13,950 | 4,450 ₹13,350 | 3,990 ₹11,970 Lowest |
| 7.00 | M & L for rendering 15mm thick in CM 1:4 on brick/concrete wall surfaces & finished even & smooth without using extra cement. | 20 | Sqm | 190 ₹3,800 | 186 ₹3,720 | 175 ₹3,500 Lowest |
| 8.00 | M & L for PCC 1:2:4 type B-0 using 15mm graded stone aggregate as in copings benching etc complete. | 0.25 | Cum | 3,850 ₹962.5 | 3,700 ₹925 | 2,200 ₹550 Lowest |
| 9.00 | M&L for precast RCC 1:2:4 type B-1 using 20mm graded stone aggregate as in manhole cover slabs & similar work , set in CM 1:6 complete all as specified. | 0.4 | Cum | 4,650 ₹1,860 | 4,580 ₹1,832 | 4,500 ₹1,800 Lowest |
| 10.00 | M & L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation for man hole etc. | 0.1 | Cum | 4,550 ₹455 | 4,400 ₹440 | 2,000 ₹200 Lowest |
Tender Value
₹7.8 L
EMD Value
₹15,500
Closing Date
2 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AGE (I) SURANUSSI
AGE (I) SURANUSSI C/O 56 APO
PROVN OF 01 X SOAKAGE WELL WITH SEPTIC TANK AT OKS JCOS MD ACCN OF 223 ABOD SURANUSSI UNDER AGE(I) SURANUSSI
2025_MES_712804_1
AGE (I)/S-10/2025-26
Open Tender
Civil Works
Item Rate
180 days
AGE (I) SURANUSSI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
AGE (I) SURANUSSI
₹15,500
Yes
2 Sept 2025
5 Jun 2025
5 Jul 2025
5 Jun 2025
2 Jul 2025
19 Jun 2025
Amount
Excavation in trenches in soft/loose soil n.exc. 1.5M wide & n.exc. 1.5M in depth and getting out
Material and Labour for cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) concrete bed to drain pipe incl packing under and haunching against the sides of pipe as they are laid and tested for 200mm bore pipe complete all as specified and as directed by Engineer-in-Charge.
Material and labour for 200mm bore internal dia salt glazed stone ware pipe grade ‘A’ conforming to IS laid in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed by Engineer-in-Charge.
Returning filling in soil/loose soil including spreading leveling watering and well ramming in layers not exc. 15cm.
Removing excavated material (soil) not exc. 50M anddepositing where directed at a level not exc. 1.5M above the starting point.
M&L for brick work in CM 1:6 using old size 'B' class bricks straight or curved on plan exc. 6M mean radius complete.
M & L for rendering 15mm thick in CM 1:4 on brick/concrete wall surfaces & finished even & smooth without using extra cement.
M & L for PCC 1:2:4 type B-0 using 15mm graded stone aggregate as in copings benching etc complete.
M&L for precast RCC 1:2:4 type B-1 using 20mm graded stone aggregate as in manhole cover slabs & similar work , set in CM 1:6 complete all as specified.
M & L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation for man hole etc.
M&L for 10mm dia & over TMT bars, cut to length, bent to shape reqd. including. Cranking bending and binding with annealed wire not less than 0.9mm dia complete all as per drawings and specified.
RCC Septic tank of size 5.0m x2.0 m ,Designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation ,RCC M-30 design mix in walls,base slab,baffle walls and roof slab including beams etc with vent shaft , manhole openining with cover connection etc complete with effective depth of 1.5 meter and overall depth of 3.0mtr for 50 users complete as per drawings CEJZ/STD-242/07 sheet 1 to 24 .
Soakage well of following specifications :- Excavation in any type of soil. Fdn PCC 1:3:6, walls of huney combed masonary with top ring of M25 concrete including intercepting chamber and screen chamber made of brick masonary in CM, RCC cover slab in M25 /SFRC cover, RCC Band, RCC Cover slab, filling of brick bat complete size 3.00m x 4.50m depth complete all as per drawings CEJZ/STD-242/07 sheet 1 to 24
Material and labour for cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 300 mm dia SGSW pipe complete all as specified and directed by Engineer-in-Charge
Excavating over areas, n exc 1.5 m deep and getting out soft / loose soil all as specified and directed by Engineer - in - Charge.
M/s Dinesh Kumar (BID ID -3344528)
JAI DURGA CONSTRUCTION COMPANY (BID ID -3344608)
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