Defence Statutory Bodies & Commissions/Committees Closing in 6 days TDR #56428546

Tender For Provn Of Dsa & Allied Works & Provn Of Water Fountain At Topovan Part 25 Ed Afs Deolali.

Issued by Statutory Bodies & Commissions/Committees · Nashik, Maharashtra
Tender Value
26.75 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
6 days left
EMD
53500
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 Dsa & Allied Works & Provn Of Water Fountain At Topovan Part 25 Ed Afs Deolali.

BOQ

Name of Work:- PROVN OF DSA & ALLIED WORKS & PROVN OF WATER FOUNTAIN AT TOPOVAN PART 25 ED AFS DEOLALI.
Sl. No. Item Description
1Surface excavation averaging 15cm deep and n.exc 30cm deep and getting out in soft/loose soil complete all as specified and directed
2Excavation over areas not exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed
3Excavation in trenches and not exe. 1.5 m wide and not exe. 1.5 m in depth for foundation of drain, man hole , laying of UG cables etc. not exe. 10 Sq. m on plan and not exe. 1.5 m depth and getting out in soft / loose soil complete all as specified and directed.
4All same as per item No 3 here-in-above but excavation in hard/dense soil -do -
5Returning filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed.
6Removing excavated surplus soil to a distance exceeding 250 mts but not exceeding 500 Mts and depositing where directed .at a level not exceeding 1.5 M above the starting point complete all as directed
7M&L for anti-termite treatment to the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified & as directed
8M&L for anti-termite treatment to the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified & as directed
9M&L for anti-termite treatment to the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified & as directed
10M&L for anti-termite treatment to the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified & as directed
11M&L for Moorum/red bajri filling in floors or pavings, laid in layers not exc 15 cm thick spread, leveled and rammed including watering complete all as specified.
12M & L for Hard core of broken hard stone or boulders of guage not exceeding 63 mm , deposited spread as subbase to inter locking tiles in layers n.exc 15cm thick , watered & well rammed to true surface complete all as specified and directed.
13M & L for PCC 1 :3 : 6 type C2 using 40 mm graded crushed stone aggregate as in foundation filling mass concrete complete all as specified and directed.
14M & L for PCC 1 :4 : 8 type D2 using 40 mm graded crushed stone aggregate as in foundation filling mass concrete complete all as specified and directed.
15M&L for PCC 1:2:4 type B0 using 12.5 mm graded crushed stone aggregate in padding to roof finished laid to required slope as ordered complete all as specified and directed
16Providing precast ce- ment concrete Type C1 1:3 :6 using 20 mm graded crushed stone aggregate in window 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 wallin). corbels, brackets,etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match Set in cement mortar 1:4 complete all as directed.
17M&L for reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregate in foundation , footings , foundation beams , plinth beams , base of columns etc complete all as directed.
18All same as per item No 17 here-in-above but as in columns, pillars, piers, posts, struts and the like -do -
19All same as per item No 17 here-in-above but as in Beams, cantilevers, bressummers, lintels over 1.5m span etc -do-
20All same as per item No 17 here-in-above but as in slabs supported on walls etc -do-
21All same as per item No 17 here-in-above but as in chajjas -do- Note for item No 17 to 21 :- Reinforcement & formwork shall be measured and paid for separately
22Supply only Integral Water Proofing Compound (ISI Marked) of Make : CICO, Acco Proof, Impermo, Aqua flex as approved.
23M&L for brick work with old size factory moulded Fly Ash bricks having minimum compressive strength of 7.5 N/Sqmm, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:4 complete all as specified.
24M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted stone masonry built in cement mortar 1:6 complete all as specified & as directed.
25Formwork 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 for rough finished flat surfaces of concrete
26Formwork to sides of pillars, posts, struts, piers, columns and stanchions, square, rectangular or polygonal for rough finished flat surfaces of concrete
27Formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete.
28Form work to rough finished surface of sides and soffits of suspended slabs such as roof slabs, floor slabs, landings, chajjas and similar work; not exceeding 200mm thick (Horizontal or sloping)
29Formwork to flat surfaces of chajjas, chullah hoods, troughs and similar items including edges for rough finished surfaces.
30Formwork to edges of concrete flats,treads , breaks in floor , roofs, floors etc and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide for rough finished surfaces of concrete Please Enable Macros to View BoQ information
31Formwork to edges of concrete flats,treads , breaks in floor , roofs, floors etc and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide for rough finished surfaces of concrete Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56428546
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 26.75 Lakhs
LAST DATE 23-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Dsa & Allied Works & Provn Of Water Fountain At Topovan Part 25 Ed Afs Deolali.
Basic Detail
Tender No 8421/E8
Bidding Type Tender
Location
City Nashik
State Maharashtra
Key Dates
Publish Date 11 Jul 2026
Submission Date 23 Jul 2026
Open Date 25 Jul 2026
Finance
Tender Value 26.75 Lakhs
Tender Fee 500
EMD 53500
Exemption Available
Document List
BOQ_871391.xls
d421832e-a57a-488e-95c7-5ce2ff959d0c.html
TENDER8421.pdf
Tendernotice_1 (6).pdf

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Tender Timeline

Jul 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Jul 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_871391.xls

html

d421832e-a57a-488e-95c7-5ce2ff959d0c.html

pdf

TENDER8421.pdf

pdf

Tendernotice_1 (6).pdf

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