Defence Statutory Bodies & Commissions/Committees Closing in 19 days TDR #57107088

Tender For Provn Of Hardstanding And Strom Drain With Grating At Main Gate Area At installation Shivaji Lonavla. (8483/E8)

Issued by Statutory Bodies & Commissions/Committees · Pune, Maharashtra
Tender Value
48.04 Lakhs
Estimated cost
Bid Submission
12 Sep 2026
19 days left
EMD
96100
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Provn Of Hardstanding And Strom Drain With Grating At Main Gate Area At installation Shivaji Lonavla. (8483/E8)

BOQ

Name of Work:- PROVN OF HARDSTANDING AND STROM DRAIN WITH GRATING AT MAIN GATE AREA AT INS SHIVAJI LONAVLA. (8483/E8)
Sl. No. Item Description
1Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil
2M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick (compacted thickness), watered and rammed to a true surface by mechanical means.
3M&L for providing 75mm thick cement concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in sub-floors, sub-bases etc complete all as specified.
4M&L for 150mm thick, cement concrete work in pavement/hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-Charge
5Forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed.
6Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade 'B' complete all as specified and directed.
7Forming construction joints 30mm deep x 10mm wide primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed.
8Finishing surface of concrete roads pavements, by brooming complete all as specified and directed.
9Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on plan and n.exc 1.5 in depth and getting out in hard/dense soil.
10M & L PCC (1:4:8) type D-2 (Using 40 mm graded stone agg.) as in foundation, filling and mass concrete.
11M&L Pre-cast AAC blocks masonry GR-1 of any size setting in CM 1:6,complete complete all as specified and directed
12Material and labour for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick or concrete surfaces finishing surfaces even and smooth with WPC all as specified and directed. (Note: WPC will be measured and paid separately.)
13M&L for Plain Cement ConcreteType B1 1:2:4 (using 20 mm graded granite stone aggregate) as in plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates,etc and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-charge.
14Supply only Integral liquid water proofing compound conforming to IS-2645-2003 complete all as specified.
15Returning ,filling in , including spreading , levelling , watering and well ramming in layer not exceeding 25 cm thick in hard & dense soil complete all as specified and directed by Engineer-in-charge.
16Removing excavated material exc 250m but n.exc 500m and depositing where directed as in soils.
17M&L for rubber moulded coloured gloosy finished interlocking paver block not less than 60mm thick with grey cement & pigment of any shape & size confirming to IS 15658-2006, M-35 grade complete all as specified and directed
18M&L for 50 mm thick sand cushion duly clear of residual , organic and deleterious materials spread evenly to uniform thickness under paving block complete all as specified and directed.
19M&L for Filleting in any position and to any shape of sectional area exc 25 Sqcm and n exc 50 Sqcm in cement mortar 1:4 including all mitres, stops, etc. complete all as specified and directed.
20S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete.
21M&L for Preparation of new steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of anticorrosive paint a coat primer complete all as specified and directed.
22M&L for Reinforced concrete pipes,450mm bore class NP2, laid and jointed complete with collars complete all as specified and directed
23M&L for cement concretein foundations,mass concrete in filling ,Haunching,benching etc type C-2 1:3:6 (40mm graded aggregate) complete all as specified and directed Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57107088
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 48.04 Lakhs
LAST DATE 12-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Hardstanding And Strom Drain With Grating At Main Gate Area At installation Shivaji Lonavla. (8483/E8)
Basic Detail
Tender No GE/LONAVLA/8483/E8
Bidding Type Tender
Location
City Pune
State Maharashtra
Key Dates
Publish Date 20 Aug 2026
Submission Date 12 Sep 2026
Open Date 14 Sep 2026
Finance
Tender Value 48.04 Lakhs
Tender Fee 500
EMD 96100
Exemption Available
Document List
BOQ_880079.xls
ecd52558-3425-40eb-b0b0-366d7dd115d3.html
TENDERDOC.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Sep 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_880079.xls

html

ecd52558-3425-40eb-b0b0-366d7dd115d3.html

pdf

TENDERDOC.pdf

pdf

Tendernotice_1.pdf

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