Defence Statutory Bodies & Commissions/Committees Closing in 20 days TDR #58163287

Tender For Provision And Widening Of Certain Internal Roads At Talbehat Mil Stn

Issued by Statutory Bodies & Commissions/Committees · Lalitpur, Uttar Pradesh
Tender Value
2.64 Crore
Estimated cost
Bid Submission
20 Nov 2026
20 days left
EMD
3.39 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Lalitpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Provision And Widening Of Certain Internal Roads At Talbehat Mil Stn

BOQ

Name of Work:- Provision and Widening of certain Internal Roads at Talbehat Mil Stn
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) means 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 mtr and and lift upto 1.5 m, as directed by Engr-in-Charge.
2Surface excavation n exc 30cm deep and averaging 15cm deep & getting out in any type of Soil complete.
3Rolling and consolidating formation surfaces in cuttingonly with power roller 8-10 tone including filling in hollows and depression which occur during the process of of rolling complete as specified.
4M&L for Approved earth filling with approved soil brought from out side MD land, filling in trenches or paving laid in layers not exceeding 25 cm thick spread, levelled and rammed including watering etc complete all as specified and directed.
5M&L for 200mm thick Soling (or sub base) with broken boulders or quarried stone interstics filled, surface formed and rolled & consolidated with 8 to 10 tone power roller to required gradient & camber complete all as specified & directed.
6M&L for 150 mm thick complete laid in two separate layer 7.5 cm thick (compacted thickness) (granite, trap or basalt) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50to 20mm size), spread,rolled and consolidated to gradient and camber required complete all as specified and directed.
7Removing excavated soil exc. 250m but n exc 500m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engr-in-Charge.
8M&L preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny gags to remove all loose dirt etc, applying evenly tack coat with bituminous primer at 10 kg per 10 sqm using paving bitumen of Grade VG-10 complete all as specified and directed.
9M&L for 50mm consolidated thickness (compacted) Premix Bituminous Macadam with 4% binder content (Paving bitumin of Grade VG-30) by weight of total mix prepared in hot mix plant, laying or mixed with self propelled mechanical paver, duly rolled and compacted to required chamber and gradient with 8 to 12 tonne power roller and vibrating roller etc complete all as specified & directed
10M&L preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny gags to remove all loose dirt etc, applying evenly priming coat with bituminous primer at 5 kg per 10 sqm using paving bitumen complete all as specified and directed.
11M&L for laying Bituminous premix asphaltic dense concrete 40 mm consolidated thickness with 5.50% binder content by weight to total mix using VG 30 paving bitumin by Mechanised paver rolled and compacted to required chamber and gradient complete & rolling to a smooth surface with 8 to 12 tonne power roller complete all as specified and as directed.
12M&L for Moorum/Red Bajri filling 100mm thick in berms, laid in layers n.exc 15cm thick, spread, rolled, consolidated and levelled complete all as specified & directed.
13M&L thermo plastic center or edge line marking (reflective type) of 3 mm thickness of uniform finishing with machine conformiong to BS 3262 (Part-I) 1989 read with most specification of 803 clause 4.2.1 and 4.2.2 on bituminous surface in white/yellow/red colour and super imposed with glass slam beats confirming to BS 6088 and most specification 803 clause 4.3.3 including cleaning of surface by removing all dust, dirt oil grease etc inclduing removing of existing marking with spirit/keroscene/gas burner or mechanically on bituminous surface complete all as specified and directed.
14Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) ofhigh efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed.
15Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.
16Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed.
17M&L for Cement concrete in foundations, filling and mass concrete in foundations 1:4:8 type D-2 (using 40 mm graded aggregate) complete all as specified and as directed.
18M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6 m mean radius , built in CM 1:6 complete all as specified and as directed.
19M&L cement concrete Type B-1 (1:2:4) using 20mm graded stone aggregate in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex tones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed.
20M&L for 15mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement) complete all as specified and as directed.
21M&L for 600mm dia reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed.
22M&L for 450mm dia reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed.
23Returning, filling, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified.
24Removal of excavated soil material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
25M& L for Cutting the existing Cast iron pipe 80 mm dia and reducing to required length and inserting the CI sluice valve 80 mm dia complete all specified and directed by EIC
26M&L fixing new sluice valve flanged type of classPN 1.6 with accessories including taking down the existing unsv sluice valve complete all as specified and directed by EIC
27M&L for construction of brick masonary valve pit chamber of size 900x900x900 mm including necessory earth work,PCC,copping plastering on internal surface of valve pit. Framed work for the valve pit chamber cover made of MS sheet angle equal angle 40x40x5 mm and MS sheet 3 mm thick confirming to Fe 410-0 and Fe 310-0 including welding cutting hinjes locking arrangement complete and two coated synthetic paints applied on the valve pit cover all specified drawing and directed by Engr -in charge
28Taking down Old PCC Poles of size upto 9 Mtrs complete alongwith street light fittings and bracket and kept Street light fittings safe custody and refixing after installation of relocation of new LT steel tubular pole complete all as specified and directed by EIC
29Taking out the existing LT steel pole of size upto 9 mtrs with out damage of pole complete alongwith street light fitting & bracket with accessories and kept safe custody for after installation of new location of LT steel Pole complete all as specified and directed Note : Excavation and PCC work shall be measured under relevant items
30Taking down Old cross arms of Ms channel or angle section bracing supports, clamps & back plates etc fabricated from structural steel sections including nuts, bolts etc complete all as specified and directed EIC
31Taking down Old ACSR conductor of any size an dtype complete all as specified and directed by EIC
32Dismantling /Taking down Old service cable/LT UG cable from ground/poles/walls of any size /type complete all as specified and completed by EIC
33Taking down the existing stay assembly complete all as specified and ditected by EIC
34Taking down the insulator any type complete all as specified and directed by EIC
35M&L for after completion road widening work installation of dismantling existing Old LT steel pole with new location fitting the LED light alongwith bracket with fittings and testing complete. (Note: 1. Excavation and PCC work shall be measured under relevant items.)
36M& for steel tubular swaged poles complete with cast iron base plate final taper plug, bolts nuts & screws as specified type 410 SP-31 9 M long complete all as specified and directed by EIC Note: Excavation and PCC work shall be measured anc paid separately
37M&L stay assembly 20 mm dia complete with accessories as shown in electrical plate no. (loop type insulator stay clamps excavation and concrete measured separately)
38M&L in replacement of cable XLPE insulated heavy duty electric cables with Stranded alluminium conductor, 1100 volts grade, passing through trenches/ducts/pipes and climbing on poles/walls including fixing with proper size of alluminium lugs. For the following sizes
3970 sqmm 3.5 core
4050 sqmm 3.5 core
4116 Sqmm 4 core
42Supply and laying HDPE pipe 50 mm dia for cable protection thickeness as per ISI 4984:2016 grade complete
43Supply and laying HDPE pipe 80 mm dia for cable protection thickeness as per ISI 4984:2016 grade complete.
44M&L for Cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate as in copping of poles etc including fair finishing the exposed surface even and smooth with out using extra cement and necessary form work all as specified and directed
45Supply and fixing street light bracket on Steel tubular pole made out of 40 mm dia bore G I Pipe light grade of length not less than 1.5 mtr bend to required shape for holding the fitting with providing the clamp nut, bolt and washer etc of required size and 02 nos mild steel supporting clamps shall be made out of flat iron of suitable size of requisite length mild steel work shall be painted with two coat of alluminium paint over a coat of red oxide primer complete all as specified and directed by Engr-In-Charge.
46Supply and fixing Hot press PVC moulded (Fire Proof) junction box of size 180 mm x 100 mm x 60 mm, complete with two No. aluminium bus bar of size 100 mm x 30 mm x 05 mm for phase and neutral, mounted on insulators, front opening door, locking arrangement and fixing with suitable size clamp and nut and bolt on pole, Including connection of street light with PVC wire of suitable size, incomer and outgoing cable by G I nuts, bolts and washers of suitable size and proper lugs incl making holes in bus bar.
47Supply and fix timer switch for street lights control for 5 KW Single Phase rating consists of the following items :- (a) Swadeep-02EC- 5 KW1P(b) contactor AC3 40 Amps - 01 No (c) Incoming MCB of 40 Amps - 01 No(d) Outgoing MCB of 40 Amps - 01 No(e) complete single phase circuit wiring Please Enable Macros to View BoQ information
48Supply and fix timer switch for street lights control for 5 KW Single Phase rating consists of the following items :- (a) Swadeep-02EC- 5 KW1P(b) contactor AC3 40 Amps - 01 No (c) Incoming MCB of 40 Amps - 01 No(d) Outgoing MCB of 40 Amps - 01 No(e) complete single phase circuit wiring Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58163287
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 2.64 Crore
LAST DATE 20-11-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provision And Widening Of Certain Internal Roads At Talbehat Mil Stn
Basic Detail
Tender No CEBZ/TAL/TOKEN/18 OF 2026-27
Bidding Type Tender
Location
City Lalitpur
State Uttar Pradesh
Key Dates
Publish Date 22 Oct 2026
Submission Date 20 Nov 2026
Open Date 23 Nov 2026
Finance
Tender Value 2.64 Crore
Tender Fee 2000
EMD 3.39 Lakhs
Exemption Not Available
Document List
9105fa7d-533e-4c43-9133-3ee85f1c4d90.html
BOQ_891580.xls
TenderDoc.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Nov 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 23 days

Tender Documents

Download All (ZIP) ↓
html

9105fa7d-533e-4c43-9133-3ee85f1c4d90.html

xls

BOQ_891580.xls

pdf

TenderDoc.pdf

pdf

Tendernotice_1.pdf

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