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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹67.3 L+₹2.8 L (4.35%)Rejected-Finance | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | Rejected-Technical PANCHAYATI RAJ ROHTAK | - | Rejected-Technical Fail to Fulfilled eligible criteria as per NIT | |
| 4 | Rejected-Technical | - | Rejected-Technical Fail to Fulfilled eligible criteria as per NIT |
| Sl No | Description | Qty | Unit | D DEV COMPANY L2 | m/s Firoz khan L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in all kinds of soil all as specified & directed by Engineer-in-Charge | 1,530 | Cum | 120 ₹1,83,600 | 115 ₹1,75,950 Lowest |
| 2.00 | All as above but exc 1.5 m but n exc -3.00 m in depth | 270 | Cum | 200 ₹54,000 Lowest | 250 ₹67,500 |
| 3.00 | Excavating over areas, n exc 1.5 m deep and getting out in all kinds of soil. | 150 | Cum | 350 ₹52,500 | 125 ₹18,750 Lowest |
| 4.00 | All as above but exc 1.5 m but n exc - 3.00 m in depth | 20 | Cum | 550 ₹11,000 | 250 ₹5,000 Lowest |
| 5.00 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) upto 200 mm bore set in cement mortar including PCC in bed and haunching against side and disposal outside MoD land complete all as specified and directed by Engineer-in-charge. | 2,000 | Rm | 25 ₹50,000 | 20 ₹40,000 Lowest |
| 6.00 | M&L for DWCPE (SN8) 180 (OD)/163(ID) mm diameter Pipes laid in trenches complete all specified and directed. | 750 | Rm | 925 ₹6,93,750 | 650 ₹4,87,500 Lowest |
| 7.00 | M&L for DWCPE(SN8) 200 (OD)/175(ID)mm diameter Pipes laid in trenches complete all specified and directed. | 1,250 | RM | 1,150 ₹14,37,500 | 820 ₹10,25,000 Lowest |
| 8.00 | M&L for sand (Coarse sand) filling under floors, Top & bottom and sides of sewage pipes including watering and consolidation | 70 | Cum | 1,250 ₹87,500 | 50 ₹3,500 Lowest |
| 9.00 | Demolition and breaking up drain pipe SGSW,AC or reinforecd concrete set in cement mortar of 300 mm bore complete all as specified and directed including PCC benching and disposal outside MoD land complete all as specified and as directed. | 25 | RM | 450 ₹11,250 | 50 ₹1,250 Lowest |
| 10.00 | M & L for Reinforced concrete pipes, class NP2, laid & jointed complete with collars for bore of pipe 300mm complete all as specified & as directed. | 25 | Rm | 1,500 ₹37,500 | 1,100 ₹27,500 Lowest |
Tender Value
₹74.1 L
EMD Value
₹1.4 L
Closing Date
16 Aug 2025, 6:00 pmClosed
AGE (I) R AND D JODHPUR
AGE (I) R AND D DEFENCE LABORATORY JODHPUR
SPECIAL REPAIR TO SEPTIC TANK, SOAKAGE WELL, SEWAGE LINES AND MANHOLES AND MISC WORKS IN ZONE-A AND ZONE-C AT DEFENCE LAB JODHPUR
2025_MES_722301_1
8671/E8
Open Tender
Civil Works
Item Rate
270 days
AGE (I) R AND D JODHPUR
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹1,000
AGE (I) R AND D JODHPUR
₹1.4 L
Yes
8 Nov 2025
24 Jul 2025
18 Aug 2025
24 Jul 2025
16 Aug 2025
2 Aug 2025
25 Jul 2025 - 1 Aug 2025
Amount
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in all kinds of soil all as specified & directed by Engineer-in-Charge
All as above but exc 1.5 m but n exc -3.00 m in depth
Excavating over areas, n exc 1.5 m deep and getting out in all kinds of soil.
All as above but exc 1.5 m but n exc - 3.00 m in depth
Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) upto 200 mm bore set in cement mortar including PCC in bed and haunching against side and disposal outside MoD land complete all as specified and directed by Engineer-in-charge.
M&L for DWCPE (SN8) 180 (OD)/163(ID) mm diameter Pipes laid in trenches complete all specified and directed.
M&L for DWCPE(SN8) 200 (OD)/175(ID)mm diameter Pipes laid in trenches complete all specified and directed.
M&L for sand (Coarse sand) filling under floors, Top & bottom and sides of sewage pipes including watering and consolidation
Demolition and breaking up drain pipe SGSW,AC or reinforecd concrete set in cement mortar of 300 mm bore complete all as specified and directed including PCC benching and disposal outside MoD land complete all as specified and as directed.
M & L for Reinforced concrete pipes, class NP2, laid & jointed complete with collars for bore of pipe 300mm complete all as specified & as directed.
M &L for Plain Cement Concrete Type C2 ( 1:3:6) (using 40 mm graded stone aggregate) concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300mm bore pipe complete all as specified & as directed.
Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins arches, pillers etc but excluding ashlar facings, dressed stone work and precast concrete articles and and disposal outside MoD land complete all as specified & directed by Engineer-in-charge.
M&L squared rubble walling, Jodhpur type, regular courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.
Ditto as above but except stone complete all as specified and directed by Engineer-in-charge.
Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses or regular course complete all as specified & directed by Engineer-in-charge.
M&L 15 mm thick , plaster in cement mortar (1:3) on stone masonry wall surfaces or surfaces other than fair faces of brick work or one side of lathing and finishing the surface even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge.
Demolition of cement concrete unreinforced in ground floors, pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and disposal outside MoD land complete all as specified & directed by Engineer in charge.
M&L PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concerete complete all as specified & directed by Engineer in charge.
M&L PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in benching/ channels of manholes etc complete all as specified and as directed by Engineer in charge.
M&L PCC 1:2:4 type B-1 (12.5 mm graded crushed stone aggregate) as in coping including necessary form work complete all as specified and directed by Engineer in charge.
M &L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in surface channels and drains complete all as specified & as directed.
Extra for forming fair finished drain or channel 30cm inner grith in cement concrete, using extra cement, including forms, moulds, mitred/stop ends etc complete all as specified & as directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and as directed.
Removal of surplus excavated soil and disposal outside MoD land complete all as specified and as directed
M&L for cutting into existing manholes for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 (using 20 mm graded complete) smooth finished and reforming benching as required complete (upto Internal dia of pipe 200 mm) complete all as specified & as directed.
Demolition of re-inforced cement concrete reinforced in any position and any description including cutting of reinforcement bars to facilitate demolition and disposal outside MoD land complete all as specified & directed by Engineer in charge.
S&F for 75 mm thick steel fibre reinforced (SFRC) man hole/ drain cover with iron frames (medium) complying to the standard specifications as mentioned in the IS 12592 BIS Standard, minimum load bearing capacity 5 ton/ sqm in square ractangular or circular shape complete all as specified.
Construction of RCC septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundaton, RCC M-30 Design Mix in Walls, Base Slab, Baffle walls and Roof Slab including beams etc with Vent Shaft, manhole opening with cover connection etc. complet with effective depth of 1.5 meter and overall depth of 3 meter for 100 users Complete all as specified and shown on Drawing No AFB/TD/228/2018(S)
Construction of Stone masonary Sokage wells excavation, in any type of soil, foundaton in PCC 1:3:6, walls of honey combled masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Stone masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of Size 3.00 Mtr dia X 4.50 Mtr effective depth Complete all as specified and shown on Drawing No TD/AR/65/07
D DEV COMPANY (BID ID -3388244)
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