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Tender ID
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₹9.6 LAccepted-AOC 01 18 19 ANANDVAN ROW HOUSE LAM ROAD NASHIK ROAD NASH IK ROAD SAUBHAGYA NAGAR NASHIK MAHARASHTRA 422101 | NASHIK | MAHARASHTRA | 422101 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹10.3 L+₹64,340 (6.69%)Rejected-Finance HARIPUSHPA APARTMENT BUILDING NO E 1 FLAT NO 01 REST CAMP ROAD DEOLALI CAMP 422 401 | DEOLALI CAMP | NASHIK | MAHARASHTRA | 422401 | L2 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | M/S MANISH CONSTRUCTION CO L1 | Vinod Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation etc or far shafts,wellset n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in any type of soil. | 15 | Cum | 400 ₹6,000 | 350 ₹5,250 Lowest |
| 2.00 | Excavation over area n exc 1.5M deep and getting out in soft/loose soil complete and directed by Engineer-in-Charge. | 40 | Cum | 260 ₹10,400 Lowest | 350 ₹14,000 |
| 3.00 | Excavation over areas exc 1.5M deep and nt exc 3.0M deep and getting out in hard/dense soil complete and directed by Engineer-in-Charge. | 30 | Cum | 450 ₹13,500 Lowest | 450 ₹13,500 Lowest |
| 4.00 | Excavation over areas exc 1.5M deep and nt exc 3.0M deep and getting out in hard/dense soil complete and directed by Engineer-in-Charge. | 20 | cum | 800 ₹16,000 | 450 ₹9,000 Lowest |
| 5.00 | M&L cement concrete 1 : 4 : 8 type D-2 using 40mm graded stone aggregate as in fdn, filling & mass concrete. | 9 | Cum | 5,500 ₹49,500 Lowest | 5,980 ₹53,820 |
| 6.00 | M&L for Forming embankments including raising (or lowering) earth,spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., n exc. 1.5 m high from base all as specified and directed by Eng-incharge. | 50 | Cum | 180 ₹9,000 Lowest | 600 ₹30,000 |
| 7.00 | Returning, filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm. | 20 | Cum | 150 ₹3,000 Lowest | 180 ₹3,600 |
| 8.00 | M&L for stone masonary walling of random rubble uncoursed ,well bonded, beded and solidly hearted built in CM 1:6 | 30 | Cum | 5,200 ₹1,56,000 | 4,000 ₹1,20,000 Lowest |
| 9.00 | Removing excavated material n exc 50m and depositing where director at a level n exc 1.5m above the strting point. | 35 | Sqm | 330 ₹11,550 | 200 ₹7,000 Lowest |
| 10.00 | M&L for boulder pitching, grouted with cement and sand mortar including boulders all as specified and directed by engr incharge | 77 | cum | 3,500 ₹2,69,500 Lowest | 3,900 ₹3,00,300 |
Tender Value
₹9.7 L
EMD Value
₹19,400
Closing Date
13 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) - 422401
AS PER TENDER DOCUMENTS
2025_MES_727540_1
86048/E8
Limited
Civil Works
Item Rate
60 days
DEOLALI
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE DEOLALI
₹19,400
Yes
14 Oct 2025
23 Aug 2025
20 Sept 2025
23 Aug 2025
13 Sept 2025
6 Sept 2025
24 Aug 2025 - 30 Aug 2025
Amount
Excavation in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation etc or far shafts,wellset n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in any type of soil.
Excavation over area n exc 1.5M deep and getting out in soft/loose soil complete and directed by Engineer-in-Charge.
Excavation over areas exc 1.5M deep and nt exc 3.0M deep and getting out in hard/dense soil complete and directed by Engineer-in-Charge.
Excavation over areas exc 1.5M deep and nt exc 3.0M deep and getting out in hard/dense soil complete and directed by Engineer-in-Charge.
M&L cement concrete 1 : 4 : 8 type D-2 using 40mm graded stone aggregate as in fdn, filling & mass concrete.
M&L for Forming embankments including raising (or lowering) earth,spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., n exc. 1.5 m high from base all as specified and directed by Eng-incharge.
Returning, filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm.
M&L for stone masonary walling of random rubble uncoursed ,well bonded, beded and solidly hearted built in CM 1:6
Removing excavated material n exc 50m and depositing where director at a level n exc 1.5m above the strting point.
M&L for boulder pitching, grouted with cement and sand mortar including boulders all as specified and directed by engr incharge
M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses all as specified and directed by Engr in charge.
M&L for Raised pointing to random or polygonal rubble, uncoursed orbrought upto courses with cement mortar (1:4) all as specified and directed by Engr in charge.
S&F for 110mm bore of PVC (SWR) pipes single socketed in any length with rubber ring joints laid on wall complete all as specified and as directed.
Providing precast ce- ment concrete (1:2:4)in bond stone (in retaining walls) win- dow or door cills, lintels,bressumers, steps,quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts,boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in cement mortar(1:4) complete with joints to match all as specified and directed by Engr in charge.
M&L for cement concrete 1:2:4 type B-1, using 20mm graded stone aggregate as in coping, bed blocks, filling of hold fast PCC or similar works including formwork complete all as specified and directed.
M&L for brick work with fly ash brick straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed.
Formwork to edges of concrete flats, treads, breaks in floors window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide all as specified and directed by Engr -incharge
M&L RCC 1:2:4 type B1 ( using 20mm graded crushed stone aggregates) as in Beams, cantilevers, bressummers, lintels over 1.5m span
M&L for Rendering in 15mm on brick work or concrete surfaces etc finished surfaces even and smooth complete all as specifed and directed.
S&F Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 all as specified and as directed.
M&L for precast cement concrete 1:2:4 type B1, (using 20mm graded stone aggregates) as in manhole cover slab set in CM (1:6) complete all as specified and directed.
M&L for mild steel work in reinforcement TMT bars , 10 mm dia and over as in reinforcement cut to length, bent to shape required including cranking, bending & hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
M&L for mild steel work in reinforcement TMT bars , 5 mm dia and over upto and including 10 mm dia as in stirpups ,spacers and binders as in reinforcements cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
M&L RCC M-25 design mix as in Slabs supported on walls beams and columns in floors roofs, landings (using 20mm graded stone aggregates) complete all as specified and directed.
M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs landings and similar work not exceeding 200mm thick (Horizontal or slopping) with fair finished curved surfaces
M&L for drilling/boring vertical bores with reverse rotary rig are any other suitable method as per latest enginerring technology practice without casing pipe with 202mm dia bit to a depth exceeding 30 m and not exc 40m below ground level includiing all necessary work required for boring and filling of pea gravels all round the lowered pipe etc complete all as specified and directed. Note (i) depth of boring shall be measured from of rechargewell. (ii) Pea gravels for filling shall be measered and paid for seperately
S&F machine pressed precast concrete interlocking paver block rubber moulded, any shape and size confirming ti IS-15658-2006 of 60mm thickness grey cement and with pigment , M-35 grade incl 30mm thick Sand filling to under interlocking tiles complete all as specified and directed.
M&L broken half burnt bricks loose filling with aggregates of guage 80 to 150mm in soakage pits soakage well ,rainwater harvesting pits complete
M&L for broken stone boulder of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface
M&L for loose filling with pea gravel of size 1/8" to 3/8" to as in filter bed complete all as specified
S & F UPVC(sch-40) slotted pipe 200 mm outer dia including bends and fittings etc placed in bore holes complete all as specified and directed.
M & L for uPVC slotted pipe 100 mm outer dia including bends and fittings laid in trenches complete all as specified and directed
Vinod Enterprises (BID ID -3423969)
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