Defence Statutory Bodies & Commissions/Committees Closing in 8 days TDR #57980193

Tender For Demolition , Relocation On Reconstruction Of Works Of Rail Over Bridges By Ncr At Level Crossings No 357 (T) At Babina Under Ge Babina Cantt

Issued by Statutory Bodies & Commissions/Committees · Jhansi, Uttar Pradesh
Tender Value
60.74 Lakhs
Estimated cost
Bid Submission
31 Oct 2026
8 days left
EMD
1.16 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Demolition , Relocation On Reconstruction Of Works Of Rail Over Bridges By Ncr At Level Crossings No 357 (T) At Babina Under Ge Babina Cantt

BOQ

Name of Work:- Demolition , Relocation on Reconstruction of works of Rail Over Bridges by NCR at level crossings NO 357 (T) at Babina under GE Babina Cantt
Sl. No. Item Description
1Dismantling stone slab ,floor, hearth or wall tiling of any description and in any position including cement mortar bedding (but not backing) including disposal of unserviceable material from site complete all as specified and directed.
2Demolition of concrete unrinforced of any description and in ground floor and position not otherwise specially provided for including disposal of unserviceable material from site complete all as specified and directed..
3Dismantling of wrought iron or mild steel work of any description not other wise provided for complete all as specified and as directed.
4Demolition of brick work /stone work built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed.
5M/L for providing PCC 1:4:8 type D2 using (40mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and as directed.
6M & L PCC (1:2:4) Type B0, using 12.5 mm graded stone aggregate as loping, kerb, haunching etc including necessary formwork complete all as specified and directed
7M&L for Brick work with sub class B bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:6).complete all as specified and as directed.
8M&L for walling of randomrubble masonry uncoursed, well bounded, bedded and solidly hearted built in CM 1:6, completed all as specified.
9All as above item No 08 but except stones
10Extra over walling hammer dressing with mix depositing on face from straight edge held against the dressed surface n'exc 90mm
11M&L for keyed pointing to random or polygonal rubble, uncoursed or brought upto course in CM 1:4 complete all as specified and directed.
12M and L for desige mix M-25 RCC as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified.
13M&L for reinforced cement concrete Design mix M-25 ( using 20 mm graded stone aggregate ) as in coloumns , pillars , piers , posts and struts etc. complete all as specified and directed.
14M&L use and waste formwork for to sides of pillar ,post ,struts ,pier column rough finished surfaces of concrete rough finished surfaces of concrete complete all as specified and directed
15Formwork 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 in flat rough finished surface of concrete
16M&L for mild steel TMT bars ,10mm dia and over, cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed.
17All as above item No-16 but 6 to 8 mm dia TMT bar for strupps complete all as specified.
18M&L for 15 mm thick rendering in cement mortar (1:4) on brick / concrete/ stone surfaces finished even and fair without using extra cement complete all as specified and as directed.
19M&L Hand rails, half round or other stock section or core for wooden hand rail straight portion , drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing post including cutting tops to shape as directed, drilling holes, notching for wire , etc.; flat iron fillets ( for securing wire mesh etc. including all necessary drilling , bolting or rivetting , etc., and similar work conforming to Fe 290 Gde E 165 complete all as specified and directed
20M&L galvanized Concertina coil, duly stretched, maintaing a dia of 600 mm, concertina coil placed in Y shape angle iron post erected over boundary wall and fixed to angle iron with 3mm dia GI bearer wire, complete all as specified and as directed at site all as directed by Engineer in Charge.
21S&F galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts including, securing and tying at crossings with and provisions of galvanised mild steel wire staples or steel pins etc as directed by Engineer in Charge Note:-(each line wire to be measured).
22M&L for applying two coat of synthetic enamel paint as over a coat of red oxide primer including Preparation of new Steel surface over 10 cm width or girth comlete all as specified and directed .
23Supply & Fix Framed work ORNAMENTAL AND INTRICATE DESIGN such as grills,gratings, etc.. with ends of barss shouldered and/or riveted or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walkways; railings; framework ofwater tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified.
24M&L for digital glazed ceramic tiles, coloured tiles 300mm x 450mm x 7mm thick on vertical faces ie. as in skirting/dado etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles fix over and including 10 mm thick backing coat in cement mortar (1:3) complete all as specified and directed.
25M&L for preparation of the newly plastered surfaces of wall & applying 3 coats of white wash on wall surfaces complete all as specified and directed.
26M&L for dismantling concrete poles/ struts, any size complete all as directed.
27M&L for dismantling steel poles/ struts, any size complete all as directed.
28M&L for dismantling cross-arms of M.S. channel or angle sections etc. complete and setting aside for re-use with in 50m complete all as directed.
29M&L for dismantling insulators any type, any size complete all as directed.
30M&L for dismantling stay assembly complete. (demolition of concrete, etc. and excavation measured separately) complete all as directed.
31M&L for dismantling of ACSR or AAC conductors complete all as directed.
32M&L for dismantling air break gang operated switches vertical/horizontal mounted including insulators and operating mechanism complete all as directed.
33Excavating 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, laying of cable, laying of pipes . n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
34Excavating in trenches, Exc 1.5 m wide and n exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, laying of pipes . n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
35Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soil complete all as specified and directed.
36Removing excavated material(soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
37M&L for sand cushioning in cable trenches over & under the cables, with river washed coarse sand, as per standard practice with proper compaction complete all as specified and directed. Note : Punned thickness 18 cm shall be considered for payment as per para 19.75 of SSR Part-I.
38Supply and laying PCC cable cover of size 250 x150 x 40 mm, laid in trench flat for protection of cable complete all as specified and directed by Engr in charge.
39Supply & laying in trenches unreinforced precast concrete cable cover, class HV type-I flat, size 300x180x40mm for cable protection complete all as specified and as directed.
40M&L for P.C.C. 1:3:6 ,Type C-2, using 40mm graded aggregate) as in foundation filling or for mass concrete of poles,stays,struts or any other indicated work including form work (if required) complete all as specified and directed.
41M&L for P.C.C. 1:2:4 (Type B-1, using 20mm graded aggregate) for coping of poles / platform of feeder pillar box or any other indicated work including form work(if required) duly 20mm thick cement plaster (1:4) and making the surface smooth and even by using extra cement complete all as specified and directed.
42M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregates) as in foundation filling and mass concrete for poles all as specified and directed by Engr-in-Charge.
43Supply, laying and testing in repair/replcement of XLPE insulated cable, screened, PVC bedded galvanised steel strip or wire armoured electric power cable (heavy duty) 1100V grade with multistranded aluminium conductor of size 16 Sqmm 4 core as per IS 7092 Pt -I including connecting with suitable size of aluminium lugs/thimble and taking down old unservieable ACSR conductor of any size complete all as specified and directed.
44Supply,laying & testing in repairing cable XLPE insulated screened, PVC bedded, galvanised, steel strip or wire armoured, electric power cable, (heavy duty) 11000 volts grade, with stranded aluminium conductor of size 3 core 120 Sqmm complete all as specified and directed.
45Supply, erecting and fixing in true vertical position,steel tubular swaged poles complete with cast iron base plate, final taper plug, bolts, nuts & screws as specified , type 410 SP 55 (11 meter long) and shall be in confimity with IS 2713 ( Part 1 to 3) complete with cast iron base plate, pole cap / finial taper plug, bolts, nuts and washers, welded reduced section and longitudinal weld throughout entire length of pole including 2 coats of black bituminous paint externally upto planting depth and remaining exterior portion of pole shall be provided with two coats of aluminium paint over one coat of red oxide primer complete all as specified and directed. (Numbering of the poles shall be done with synthetic enameled painted letter of shape & size as directed.) Note :- Excavation incl earth work and PCC foundation will be measured and paid separately Note :- Earth work and PCC shall be measured and paid seperately.
46Supply, erecting and fixing in true vertical position, steel tubular swaged pole (410 SP-31) 9.0 mtr long, complete with cast iron base plate, pole cap / finial taper plug, bolts, nuts and washers, welded reduced section and longitudinal weld throughout entire length of pole including 2 coats of black bituminous paint externally upto planting depth and remaining exterior portion of pole shall be provided with two coats of aluminium paint over one coat of red oxide primer and incl taking down existing old unserviceable poles complete all as specified and directed. (Numbering of the poles shall be done with synthetic enameled painted letter of shape & size as directed.) Note :- Excavation incl earth work and PCC foundation will be measured and paid separately.
47Supply and fix in repair Polymer type air break switch, gang operated, triple pole, mechanically operated, mounted on insulator and steel frame, with operating mechanism worked from ground level, for current rating upto 400 Amps and working pressure 11000 Volts with drop out type fuses set 12 insulators (three numbers of 40 Amp capacity) complete including dismentling air break gang operated switches vertical/horizontal mounted including insulator hand operating mechanism for replacement of broken/worn out components and insulators etc all as specified and directed.
48S&F in repair pin type, polymer, grey, brown or green insulator including one galvanised mild steel spindle, two GI washers and one iron nut suitable for 1100 Volts grade complete all as specified and as directed.
49S&F in repair pin type, polymer, grey, brown or green insulator including one galvanised mild steel spindle, two GI washers and one iron nut suitable for 11000 Volts grade complete all as specified and as directed.
50S&F in repair Disc type insulator, polymer with hardware fittings, grey, brown or green suitable for 11000 Volts grade complete all as specified and as directed.
51Material & labour in repair of Polymer lighting arrester high tension expluive type complete with all fitting transmission class diescharge capacity 65 kilo amp suitable for 11000 volts complete all as specified and as directed.
52Supply and fixing in repair new aluminium conductor steel reinforced (ACSR) of suitable size/type, stringing and jointing on poles including providing binding wire etc. complete all as specified and as directed
53M&L for earthing complete with galvanised steel earth plate electrode of size 600X600X6 mm thick buried directly in ground (earth pit not less than 2.5m deep below normal ground level) with top edge of the plate not less than 1.5 mtr below the ground level connected to galvanised iron strip of 32x6 mm as earth lead by means of bolts nuts check nuts & washers of galvanised iron or steel ,surrounded by charcoal of coke and salt, protected by GI pipe 40 mm bore (light grade) and making chamber of PCC (1:4:8) type D-2 using 40 mm graded stone aggregate and coping shall be in PCC(1:3:6) type C-1 using 20 mm graded stone aggregate, 50 mm thick cover of RCC (1:2:4) type B-1 using 20 mm graded stone aggregate, reinforced with 8 mm dia TMT bars @ 80 mm c/c boath ways including excavation and earth work and removal of surplus soil to distance n exc 50 m complete all shown in electrical plate No 3 of SSR Part- 2010 complete all as specified and directed. Note:- (i) The cost of GI earth lead & G I pipe of 7.50 mtr length for protection of GI wire shall deemed to be included in this item.
54Supply and fix in replacement of GI earth strip of size 32 x 6mm fixed on wall with insulators and laid in trench complete all as specified and directed.
55Supply and fix in replacement of GI earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 4mm dia galvanised iron or steel wire complete all as directed.
56M&L in repair Cable jointing kit for 11 KV (Earthed ) grade cable for outdoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 120 sqmm to 185 sqmm all as specified and as directed
57M&L for GI tubing (light grade) with all necessary fittings laid in trenches under road crossing fixed on poles, wall under floor etc. of 100 mm dia bore complete all as specified and directed. Please Enable Macros to View BoQ information
58M&L for GI tubing (light grade) with all necessary fittings laid in trenches under road crossing fixed on poles, wall under floor etc. of 100 mm dia bore complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57980193
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 60.74 Lakhs
LAST DATE 31-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Demolition , Relocation On Reconstruction Of Works Of Rail Over Bridges By Ncr At Level Crossings No 357 (T) At Babina Under Ge Babina Cantt
Basic Detail
Tender No 8550/E8
Bidding Type Tender
Location
City Jhansi
State Uttar Pradesh
Key Dates
Publish Date 10 Oct 2026
Submission Date 31 Oct 2026
Open Date 05 Nov 2026
Finance
Tender Value 60.74 Lakhs
Tender Fee 1000
EMD 1.16 Lakhs
Exemption Available
Document List
8550E8_CreditSchedule_1.pdf
8550Tenderdoc.pdf
a215db40-ac03-4e78-abeb-ac1148ad4067.html
BOQ_889694.xls
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Nov 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
pdf

8550E8_CreditSchedule_1.pdf

pdf

8550Tenderdoc.pdf

html

a215db40-ac03-4e78-abeb-ac1148ad4067.html

xls

BOQ_889694.xls

pdf

Tendernotice_1.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender