Defence Statutory Bodies & Commissions/Committees Closing in 19 days TDR #57142304

Tender For Provn Of Rain Water Harvesting Near Training Block ,Fog, School Of Arty ,& Other Senctioned Work Under The Aor Of Ge Deolali

Issued by Statutory Bodies & Commissions/Committees · Nashik, Maharashtra
Tender Value
29 Lakhs
Estimated cost
Bid Submission
11 Sep 2026
19 days left
EMD
58000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Nashik → Maharashtra
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provn Of Rain Water Harvesting Near Training Block ,Fog, School Of Arty ,& Other Senctioned Work Under The Aor Of Ge Deolali

BOQ

Name of Work:- PROVN OF RAIN WATER HARVESTING NEAR TRAINING BLOCK ,FOG, SCHOOL OF ARTY ,& OTHER SENCTIONED WORK UNDER THE AOR OF GE DEOLALI
Sl. No. Item Description
1Excavation 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 complete all as specified and as directed.
2Excavation in trenches, n. exc 1.5 m wide and n.exc 1.5 m deep in hard /dense soil and getting out complete all as specified and as directed.
3Excavation over area n.exc 1.5M deep and getting out in soft/loose soil ccomplete all as specified and as directed.
4Excavation over areas exc 1.5M deep and n.exc 3.0M deep and getting out in hard/dense soil ccomplete all as specified and as directed.
5Excavation over areas exc 1.5M deep and n.exc 3.0M deep and getting out in hard/dense soil complete all as specified and as directed.
6M & L for 15-18 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes complete all as specified and as directed.
7M&L for PCC 1:3:6 type C-1 (20mm graded stone aggregate) cast -in -situ as in copings including use and waste of formwork as required etc complete all as specified and directed.
8Excavating in post holes (or similar holes) as in any type of soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed.
9M&L PCC (1:3:6) type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc complete all as specified and directed.
10M&L PCC (1:2:4) Providing, cement concrete in surface channels or drains rounded or chamfered on edges and other similar work complete all as specified and directed.
11M&L cement concrete 1 : 4 : 8 type D-2 using 40mm graded stone aggregate as in fdn, filling & mass concrete complete all as specified and as directed.
12M&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 complete all as specified and as directed.
13Returning, filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm complete all as specified and as directed.
14M&L for stone masonary walling of random rubble uncoursed ,well bonded, beded and solidly hearted built in CM 1:6 complete all as specified and as directed.
15Removing excavated material exc. 250 m but n exc. 500 m and depositing complete all as specified and as directed.
16Removing excavated material n exc 50m and depositing where director at a level n exc 1.5m above the strting point complete all as specified and as directed.
17M&L for boulder pitching, grouted with cement and sand mortar including boulders complete all as specified and as directed.
18M&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 complete all as specified and as directed.
19M&L for Raised pointing to random or polygonal rubble, uncoursed orbrought upto courses with cement mortar (1:4) complete all as specified and as directed.
20S&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.
21M&L for providing precast cement 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 complete all as specified and as directed.
22M&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.
23M&L for Brickwork with fly ash Old size bricks, straight or curved on plan exc 6m mean radius, built in in CM 1:6 etc ccomplete all as specified and as directed.
24M&L Brickwork with flyash bricks, straight or curved on plan to any radius in half brick thick walls, built in Modular bricks in 1:4 cement mortar complete all as specified and as directed.
25M&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 as directed.
26Formwork 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 complete all as specified and as directed.
27Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds, mitered /stopped ends etc. complete all as specified and as directed.
28All as per item no 27 above, but, Add or deduct for each 25mm girth or part there of over or under 30 cm complete all as specified and as directed.
29M&L RCC 1:2:4 type B1 ( using 20mm graded crushed stone aggregates) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.
30M&L for Rendering in 15mm on brick work or concrete surfaces etc finished surfaces even and smooth complete all as specifed and directed.
31M&L for Rendering in 10 mm thick plastering 1:6 on brick work or concrete surfaces of any description in wall/ceiling etc finished surfaces even and smooth (without using extra lime or cement) complete all as specifed and directed.
32M&L for applying one coat of alkali resistant primer etc complete all as directed.
33M&L for applying two coats of oil emulsion distemper on wall etc complete all as directed.
34M&L joint free non - skid Ceramic tiles 7 to 8 mm thick (Coloured) (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. with and including 15mm thick screed bed in CM 1:6,set and jointed in neat cement slurry and pointed in white or coloured cement to match etc complete all as specified and as directed.
35S&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.
36M&L for preparation of New untreated steel or iron surfaces of any description, not otherwise, described, over 10cm width or girth and painting with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
37M&L for 250mm longStainless Steel, sliding door bolt withsand or die-cast brass hasp, staple (bolt type) and fixing bolt with rolled or drawn brass bolts and fixed complete all as specified and as directed.
38Supply and fix for framed work as in doors or gates of angle or other section with gusset Plate, rails,braces etc complete drilled for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges and door fittings necessary rivetting/welding cutting up complete steel conf. toFe 410-W (Gde- E- 250) quality- A all as specified and directed. Note : Distrubed surfaces of wall shall be made good to true surface.
39S&F for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as directed.
40S & F Pre-painted galvalume aluminum zinc coating GI based corrugated steel pattern sheet 0.47mm to 0.50mm thick of an colour having tensile strength of 550Mpa and AZ-150 as in roof covering in hexagonal/rectangular/pentagonal shape cladding to wall fixed with self tapping screws as specified.
41S & F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.47 to 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering including ridges /cladding to wall,fixed with self tapping screws as specified and directed.
42S & F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.47 to 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering including ridges /cladding to wall,fixed with self tapping screws as specified and directed.
43M&L Precast reinforced cement concrete type B1 (1:2:4) using 20 mm graded stone aggregate set in CM(1:4) in landings, cover slabs (for drain etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including necessery form work.
44M & L for 75 mm thick Cement concrete type C-2, 1:3:6 using (40 mm graded stone aggregate ) as in Plinth protection complete all as specified and as directed.
45M&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.
46M&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.
47M&L mild steel TMT 6- 8 mm dia bars cut to length bend to shape as required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified as in reinforcement and directed.
48M&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.
49M&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.
50M&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 complete all as specified and as directed.
51M&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
52S&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.
53M&L broken half burnt bricks loose filling with aggregates of guage 80 to 150mm in soakage pits soakage well ,rainwater harvesting pits complete all as specified and as directed.
54M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified.
55M&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 complete all as specified and as directed.
56M&L for loose filling with pea gravel of size 1/8\\" to 3/8\\" to as in filter bed complete all as specified and as directed.
57S & F UPVC(sch-40) slotted pipe 200 mm outer dia including bends and fittings etc placed in bore holes complete all as specified and as directed.
58S&F for UPVC slotted pipe 100 mm outer dia including bends and fittings laid in trenches ccomplete all as specified and as directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57142304
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 29 Lakhs
LAST DATE 11-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Rain Water Harvesting Near Training Block ,Fog, School Of Arty ,& Other Senctioned Work Under The Aor Of Ge Deolali
Basic Detail
Tender No 8244/E8
Bidding Type Tender
Location
City Nashik
State Maharashtra
Key Dates
Publish Date 21 Aug 2026
Submission Date 11 Sep 2026
Open Date 16 Sep 2026
Finance
Tender Value 29 Lakhs
Tender Fee 500
EMD 58000
Exemption Available
Document List
43c53153-45c0-4325-ac09-2cc52f73816f.html
BOQ_880430.xls
gnlpgs.pdf
ps.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Sep 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 24 days

Tender Documents

Download All (ZIP) ↓
html

43c53153-45c0-4325-ac09-2cc52f73816f.html

xls

BOQ_880430.xls

pdf

gnlpgs.pdf

pdf

ps.pdf

pdf

Tendernotice_1.pdf

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