Defence Statutory Bodies & Commissions/Committees Closing in 14 days TDR #56592149

Tender For Provn Of Pqc Connecting Road From Residential Area To Main Road And In Front Of Building No P-216 At Vrde Ahmednagar

Issued by Statutory Bodies & Commissions/Committees · Pune, Maharashtra
Tender Value
48.50 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
14 days left
EMD
97010
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
Not Available
Quantity
Not Available

Project Description

Tender for Provn Of Pqc Connecting Road From Residential Area To Main Road And In Front Of Building No P-216 At Vrde Ahmednagar

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 25-Jul-2026 CORRIGENDUM NO- 1 Other 11-Aug-2026

BOQ

Name of Work:- PROVN OF PQC CONNECTING ROAD FROM RESIDENTIAL AREA TO MAIN ROAD AND IN FRONT OF BUILDING NO P-216 AT VRDE AHMEDNAGAR
Sl. No. Item Description
1B/R Portion Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and forall lift, complete all as specified and directed. All kind of soil.
2M&L 150 mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
3M&L for Rolling and consolidating formation surfaces in cutting with power Roller exc 08 tonne but n exc 12 tonne complete all as specified and directed.
4M & L for construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete all as specified and directed.
5M & L for design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision forcontraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as specified and directed. (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- (i). Cement content considered in M-30 is @ 340 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer
6M & L for 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and directed and accordance with applicable specifications.
7M & L for precast kerb stone of M-25 grade cement concrete in position to the required line , level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
8S & F for steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or morem complete all as specified and directed.
9M & L for 60 mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. complete all as specified and directed.
10M&L for Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed. complete all as specified and directed.
11M&L for 1:4:8 (1 Cement:4 coarse sand (zone-III) derived from natural sources:8 graded stone aggregate 40 mm nominal size derived from natural sources as in path/ hardstanding) complete all as specified and directed.
12M&L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed.
13M&l for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed.
14M&L for Polythene film, black, 150 micron laid in floors as directed by engr-in-charge.
15M&L for Broken stone Broken or boulders Hardcore 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 directed.
16E/M Portion Errection of metallic pole of following length in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required above 8 metre and upto 10 metre complete all as specified and directed.
17Supply Only Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified type 410 SP-31 9 metres long complete all as specified and directed.
18Supply and fixing LED street light fitting 90 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete. protection complete all as specified and directed.
19Excavation in trenches in hard/dense soil not exceeding 1.5 M wide and not exceeding 1.5 mts in depth in wide for laying of cables and not exc 1.5 mtr in depth and getting out incl dressing/trimming sides and levelling/grading and ramming of bottom of excavation complete all as specified and directed.
20Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
21Supply and laying XLPE insulated, armoured heavy duty electric cable with stranded aluminium conductor, 1100 volts grade, cross-sectional area 16 sqmm, 4 core complete all as specified and directed.
22Supply and fixing of street light thermoplastic cable junction box of size 200 x 140 x 95 mm for outdoor installation with TPN terminal for cable in and out suitable for 4 core cable entry , gland and complete all as specified and directed
23S&F street light bracket of length 1.20 meter made of GI pipe medium grade 25 mm bore bent to shape to fixed on LT poles including MS clamps nuts bolts etc complete all as specified and directed.
24Supply and fix in repair 3 core 1.5 Sqmm PVC copper cable multi stranded drawn through inside pole/ PVC condiut to connector of street light fitting complete all as specified and directed
25Supply and fix for Gl pipe light grade 40 mm dia fixed to pole with MS clamps of size 40x5mm nut & bolts/laid in trenches complete all as specified and as directed.
26Supply and laying of corrugated HDPE DWC CORRUGATED pipe of 50 mm including jointing with suitable couplers, laying in trench with necessary sand bedding, backfilling, testing and all connected accessories complete all as specified and directed
27Supply and fix in repair PVC conduit 20 mm dia medium grade complete with connecting accessories such as, screw, shaddles, socket, bend, elbow, tee etc and fixing in wall/ floor etc including taking down the existing old u/s onecomplete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56592149
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 48.50 Lakhs
LAST DATE 11-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Pqc Connecting Road From Residential Area To Main Road And In Front Of Building No P-216 At Vrde Ahmednagar
Basic Detail
Tender No GE I R AND D GNR TOKEN 38 OF 2026-27(8026)
Bidding Type Tender
Location
City Pune
State Maharashtra
Key Dates
Publish Date 25 Jul 2026
Submission Date 11 Aug 2026
Open Date 01 Jan 0001
Finance
Tender Value 48.50 Lakhs
Tender Fee 500
EMD 97010
Exemption Not Available
Document List
Tendernotice_1.pdf
2232a7d1-ca50-4602-8979-bfb210e0924c.html
BOQ_873509.xls
TENDERDOCUMENT.pdf

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Tender Timeline

Jul 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 11, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 14 days
Aug 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1.pdf

html

2232a7d1-ca50-4602-8979-bfb210e0924c.html

xls

BOQ_873509.xls

pdf

TENDERDOCUMENT.pdf

Disclaimer

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