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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₹35.4 LAccepted-AOC | L1 | Accepted-AOC Award of Contract | |
| 2 | L2₹35.8 L+₹19,249.10 (0.54%)Rejected-Finance | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹36.0 L+₹36,581.02 (1.03%)Rejected-Finance | L3 | Rejected-Finance Not Being Lowest | |
| 4 | L4₹36.2 L+₹59,112.82 (1.66%)Rejected-Finance | L4 | Rejected-Finance Not Being Lowest | |
| 5 | L5₹37.4 L+₹1.8 L (5.04%)Rejected-Finance | L5 | Rejected-Finance Not Being Lowest |
| Sl No | Description | Qty | Unit | Ms. S.K. ASSOCIATES L9 | OM SAI ASSOCIATES L4 | BHAVIN INFRA L3 | M/s. Sagar Traders L5 | M/s Meher Construction L7 | MS. G.A. CONSTRUCTION L2 | NATHKRUPA CONSTRUCTION L6 | M/S-B.R.SONAWANE L1 | M/s. Shahabad Enterprises L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil. | 470 | Cum | 180 ₹84,600 | 181 ₹85,070 | 181 ₹85,070 | 170 ₹79,900 Lowest | 190 ₹89,300 | 200 ₹94,000 | 240 ₹1,12,800 | 180 ₹84,600 | 180 ₹84,600 |
| 2.00 | Excavation in trenches n.exc 1.5M wide and N.exc 3.0 M in depth for foundation etc or for manholes n.exc 10 Sqm on plan and exc 1.5m indepth and getting out in hard/dense soil all as specified and directed by engineer-in-charge | 160 | Cum | 480 ₹76,800 | 381 ₹60,960 | 381 ₹60,960 | 400 ₹64,000 | 390 ₹62,400 | 400 ₹64,000 | 385 ₹61,600 | 380 ₹60,800 | 350 ₹56,000 Lowest |
| 3.00 | Excavation in trenches n.exc 1.5M wide and exc 4.50 M in depth for foundation etc or for manholes n.exc 10 Sqm on plan and n.exc 3.0 m indepth and getting out in hard/dense soil all as specified and directed by engineer-in-charge | 40 | Cum | 680 ₹27,200 | 579 ₹23,160 | 579 ₹23,160 | 600 ₹24,000 | 590 ₹23,600 | 580 ₹23,200 | 650 ₹26,000 | 578 ₹23,120 Lowest | 650 ₹26,000 |
| 4.00 | Excavation over areas not exceeding 1.5 M deep and getting out in Hard/ Dense soil. | 66 | Cum | 100 ₹6,600 | 110 ₹7,260 | 110 ₹7,260 | 100 ₹6,600 | 152 ₹10,032 | 110 ₹7,260 | 175 ₹11,550 | 108 ₹7,128 | 80 ₹5,280 Lowest |
| 5.00 | Excavation over areas exceeding 1.5 M deep and n.exc 3.00m deep and getting out in Hard/ Dense soil. | 28.6 | Cum | 170 ₹4,862 | 118 ₹3,374.8 | 118 ₹3,374.8 | 170 ₹4,862 | 140 ₹4,004 | 120 ₹3,432 | 190 ₹5,434 | 117 ₹3,346.2 Lowest | 175 ₹5,005 |
| 6.00 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete. | 29.4 | Cum | 4,880 ₹1,43,472 | 4,850 ₹1,42,590 | 4,810 ₹1,41,414 | 4,800 ₹1,41,120 | 4,900 ₹1,44,060 | 4,802 ₹1,41,178.8 | 4,500 ₹1,32,300 Lowest | 4,800 ₹1,41,120 | 4,900 ₹1,44,060 |
| 7.00 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished complete all as specified and directed. | 107.2 | Sqm | 350 ₹37,520 | 361 ₹38,699.2 | 362 ₹38,806.4 | 350 ₹37,520 | 380 ₹40,736 | 365 ₹39,128 | 450 ₹48,240 | 360 ₹38,592 | 300 ₹32,160 Lowest |
| 8.00 | M&L for RCC nominal mix Type B1 1:2:4 using 20 mm graded granite stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed . | 8.8 | Cum | 5,500 ₹48,400 Lowest | 5,810 ₹51,128 | 5,810 ₹51,128 | 5,500 ₹48,400 Lowest | 5,850 ₹51,480 | 5,811 ₹51,136.8 | 6,500 ₹57,200 | 5,800 ₹51,040 | 5,600 ₹49,280 |
| 9.00 | M&L for RCC nominal mix Type B1 1:2:4 using 20 mm graded granite stone aggregate) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached plaster and buttresses. | 12.9 | Cum | 6,800 ₹87,720 | 6,610 ₹85,269 | 6,610 ₹85,269 | 6,000 ₹77,400 Lowest | 6,650 ₹85,785 | 6,611 ₹85,281.9 | 6,700 ₹86,430 | 6,600 ₹85,140 | 6,100 ₹78,690 |
| 10.00 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 1,953 | Kg | 128 ₹2,49,984 | 118 ₹2,30,454 | 119 ₹2,32,407 | 120 ₹2,34,360 | 150 ₹2,92,950 | 114 ₹2,22,642 Lowest | 115 ₹2,24,595 | 117 ₹2,28,501 | 130 ₹2,53,890 |
Tender Value
₹38.3 L
EMD Value
₹76,700
Closing Date
23 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer (North) Ahilyanagar
Military Engineer Services Garrison Engineers (North) Nagar Pathardi Road Ahilyanagar Fort Ahilyanagar 414 002
AUGMENTATION AND ADDITION/ ALTERATION OF SEWAGE LINE AT ACC AND S UNDER GE (N) AHILYANAGAR.
2025_MES_723226_1
8118/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer (North) Ahilyanagar
Class D cat a(ii)
8 documents required · 8 mandatory
₹500
Garrison Engineer (North) Ahilyanagar
₹76,700
Yes
29 Nov 2025
29 Jul 2025
25 Aug 2025
29 Jul 2025
23 Aug 2025
12 Aug 2025
Amount
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil.
Excavation in trenches n.exc 1.5M wide and N.exc 3.0 M in depth for foundation etc or for manholes n.exc 10 Sqm on plan and exc 1.5m indepth and getting out in hard/dense soil all as specified and directed by engineer-in-charge
Excavation in trenches n.exc 1.5M wide and exc 4.50 M in depth for foundation etc or for manholes n.exc 10 Sqm on plan and n.exc 3.0 m indepth and getting out in hard/dense soil all as specified and directed by engineer-in-charge
Excavation over areas not exceeding 1.5 M deep and getting out in Hard/ Dense soil.
Excavation over areas exceeding 1.5 M deep and n.exc 3.00m deep and getting out in Hard/ Dense soil.
M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete.
M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished complete all as specified and directed.
M&L for RCC nominal mix Type B1 1:2:4 using 20 mm graded granite stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed .
M&L for RCC nominal mix Type B1 1:2:4 using 20 mm graded granite stone aggregate) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached plaster and buttresses.
M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for Mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate), plinth courses, copings, bed plates, water troughs, hanchings and the like including weathering, slightly rounded or chamfered angles and throating as directed
M&L for precast cement concrete Type B1 1:2:4 (20 mm graded aggregate) in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar 1:4
M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6
M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair and even without extra cement including water proofing compound. Note : WPC shall be measured & paid seperately.
M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.
M&L for Removing Excavated soils exc 250.00 m and not exceeding 500 m and depositing where directed.
M&L for preparing new surfaces of walls and applying two coat of white wash.
Supply only Integral water proofing compound
M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc.
S&F for RCC Class NP 2, 200 mm bore pipes laid and jointed complete with collars.
S&F for RCC Class NP 2, 300 mm bore pipes laid and jointed complete with collars.
M&L for cement concrete 1:3:6 type C2 Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 200 mm dia bore complete all as specified and as directed.
M&L for cement concrete 1:3:6 type C2 Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 300 mm dia bore complete all as specified and as directed.
S&F for 150mm dia bore UPVC pipe complete all as specified and as directed.
S&F for 100mm dia bore UPVC Vent pipe complete all as specified and as directed.
S&F for 110mm dia bore PVC Vent cowl complete all as specified and as directed.
M&L for Cutting into existing manholes for connecting new drains, 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-l smooth finished, and reforming benching as required complete all as specified and as directed.
Demolition of cement concrete (unreinforced) blocks/ bricks/ RR walling built in cement mortar including coping etc of any description etc complete all as specified.
Demolition of cement concrete (unreinforced) of any description, in any position, from the foundation of manhole including benching etc complete all as specified.
Demolition of Reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar for 200 mm bore pipe
ditto all as per ser item no 33 above but 300 mm bore pipe
Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, pillars etc.
Dewatering of following including disludging of sludge at bottom in foul condition including taking out other dirty & filthy materials from manhole & septic tanks by sewage pump or manually using buckets/ baskets, lifting the same upto 4.50M depth of tank/ MH and removing to out side MD land including cleaning/clearing for following :-
(a) Manhole of any dimension upto 1.5 Mtr deep
(b) Manhole of any dimension exc 1.5 Mtr but n exc 3 Mtr deep.
M&L for cleaning dewatering / disludging and thorughly cleaning of septic tank / sump well of any dimension & depth including taking out sludge in any from and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc by mechanical sucking machine taking the same out of MD land and closing the cover slab properly after cleaning the permises and cleaning the walls of the tanks using chlorine powder etc. complete all as per directed by Engr-in-Charge (the rates quoted shall be deemed included transport if reqd).
Cleaning of SWG/ RCC Sewage line of 75 to 300mm bore dia of pipe of foul condition by rodding the drain/sewage line using flexible rod/suitable device or by any other means for removing blockage from sewar line, mud, silt and any other debries obtained from sewage line with water to remove blockage and cleaning the entire rubbish, sludge etc and burrying the material obtained from sewage line including all precautionery and safety measures etc complete all as specified and directed.
Cutting out of shrubs, kerbs and small plants of stem girth n.exc 30CM measured 1M above average ground level including cutting of grass & removing the unserviciable material like branches, leaves, grass & garbage to clear the alignment of existing sewage/drainage line to make site workable condition & making good the disturbed ground complete all as directed.
Cutting into road/ black top/PCC pavement of any thickness including excavation in any type of soil upto 0.50m to 0.80m width and 0.50m to 1.50m depth, refiling, compaction of soil after laying of PCC bed, haunching and pipe, packing and compaction with existing soling/ GSB/ WBM/ WMM, and top surface prepared with 0.15m thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) complete all as specified and as directed.
MS. G.A. CONSTRUCTION (BID ID -3403784)
BHAVIN INFRA (BID ID -3403746)
OM SAI ASSOCIATES (BID ID -3403715)
M/s. Sagar Traders (BID ID -3403854)
NATHKRUPA CONSTRUCTION (BID ID -3404156)
M/s Meher Construction (BID ID -3403886)
M/s. Shahabad Enterprises (BID ID -3403224)
Ms. S.K. ASSOCIATES (BID ID -3403480)
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