Defence Statutory Bodies & Commissions/Committees Closing in 2 days TDR #56885077

Tender For Repair/Cleaning/Laying Of Manhole, Sewage Line, Septic Tank, Fencing, Path, Hardstanding Etc In Pocket No 9 Saharanpur In Age B/R Under Ge Roorkee

Issued by Statutory Bodies & Commissions/Committees · Saharanpur, Uttar Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 Aug 2026
2 days left
EMD
40000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Repair/Cleaning/Laying Of Manhole, Sewage Line, Septic Tank, Fencing, Path, Hardstanding Etc In Pocket No 9 Saharanpur In Age B/R Under Ge Roorkee

BOQ

Name of Work:- REPAIR/CLEANING/LAYING OF MANHOLE, SEWAGE LINE, SEPTIC TANK, FENCING, PATH, HARDSTANDING ETC IN POCKET NO 9 SAHARANPUR IN AGE B/R UNDER GE ROORKEE
Sl. No. Item Description
1Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, posts embedded in natural ground complete all as specified and directed.
2Dismantling old chain link fencing wire mesh, any type complete all as specified and directed.
3Dismantling wrought iron or mild steel work of any description and removal from site complete all as specified and directed.
4Dismantling old GI wire any type complete all as specified and directed.
5Excavating in post holes in soft/loose soil each n exc 0.5 cum, getting out, and returning filling in and ramming with concrete around, and removing surplus soil to a distance n exc 50 m complete all as specified and directed.
6M&L PCC (1:3:6) type C-2 using 40 mm grade stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.
7M&L for PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in coping and around MS post above GL and wall of trough including necessary form work complete all as specified and directed.
8M&L MS works as in Posts and struts in fencing 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 riveting etc and similar work confirming to Fe 290 Gde E-165; complete all as specified & as directed.
9Fixing only New/Old chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc including provision of binding wire complete all as specified and directed.
10Supply only chain link MS Galvanised fencing, any size or type complete all as specified and directed.
11S&F Mild & steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n.exc. 5 cm and 5 to 10 mm dia complete all as specified and directed.
12M&L mild steel round bars 10 mm dia as in stiffener for straightening chain link fencing complete all as specified and directed
13S&F in repair Galvanised 2 strand steel barbed wire 2.24 mm barbed with 2 mm dia barbs @ 75 mm spacing straining and fixing including securing or lying at crossing with and provision of galvanised MS staples or steel pins incl dismentling of old barbed wire complete all specified and directed
14M&L for Broken glass coping in cement mortar 1:3 on top of walls including taking and removing rubbish complete all as specified and directed.
15M&L preparation of new steel surfaces and applying two coat soft synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
16Demolition of brick/stone masonry, built in cement mortar including all quoins, arches, pillars etc but exluding ashlars facings, dressed stone work and pre-cast concrete articles complete all as specified and directed.
17M&L brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6 meter mean radius with old size bricks built in CM 1:6, complete all as specified and directed.
18Taking down cement plaster any description on brick or stone walls/RCC walls surfaces etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed.
19M&L Rendering 15 mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished fair and even complete all as specified and directed.
20M&L Three coat of white wash on wall including preparation of new plastered surfaces complete all as specified and directed.
21M&L for cleaning of blocked/chocked pipe line of 100 mm dia from floor or gully trap or from cleaning eyes, up to Ist manhole in any depth by rodding or by mechanical means and well flushing the complete line up to Ist man hole including removing of sludge/ waste to low lying areas within 200 m distance and burring the same properly to the entire satisfaction of Engineer-in-Charge and re-fixing of manhole covers duly set in cement mortar 1:4 as and where required complete all as specified and directed.Note for item No. 22 to 25 : (i) Contractor or his accredited representative/supervisor will report to the I/C Maint of AGE B/R-III Saharanpur at 8.30 AM on every working day to collect the complaint slips and will report the completion to the concerned JE on the same day.(ii) All blockages/complaints to be cleared within 24 Hrs. If any blockage is not cleared within 24 Hrs, a panelty of Rs 250/- per complaint shall be imposed to the cotractor for every day of delay.
22Ditto all as above but of size 150mm
23M&L for cleaning of blocked WC, Gully trap, Floor trap and Nahani trap incl cleaning branch piece from trap to connecting bend or junction complete all as specified and directed.
24Taking off existing cover of septic tank, cesspool, soak well, soak pit or manhole and Cleaning of septic tank including connecting chamber by pumping out sludge water incl taking out mud sludges from tank to remove a distance exc 50 mtr and not exc 100 mtr, placed in the trenches not less than 01 miter deep from ground level and incl refilling the trenches with excavated earth to cover sledges placed, complete all as specified and directed.
25Excavation in trenches not exc 1.5 m wide and not exc 1.5 m depth for cesspit, manhole etc,and getting out in soft/loose soil even in foul position complete all as specified and directed.
26Returning, filling in incl spreading leveling watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as specified and directed.
27Removing 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.
28Demolition and breaking up of existing drain pipe (SGSW/ PVC/RCC etc) set in cement mortar of internal dia of pipe 150 mm complete all as specified and directed.
29M&L PCC (1:4:8) type D2 (using 40 mm graded aggregate) as in concrete bed to 150 mm bore drain pipe incl packing under hunching against the sides of pipes after pipe laid and tested complete all as specified and as directed.
30M&L for 150 mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed.
31M&L for 150 mm bore PVC (SWR) pipe laid in trenches and jointed with cement mortar complete all as specified and directed.
32S&F in repair 75mm PVC (SWR) multi floor trap with grating including jointing with solvent cement including dismantling of old one and making the surface good complete all as specified & directed.
33S&F in repair 110 mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls as rain water pipe and similar work including taking down old existing pipe. complete all as specified and directed.
34Ditto all as above but of size 75mm
35S&F in repairs PVC (SWR) bends/elbow 110 mm complete all as specified and directed.
36S&F in repairs PVC (SWR) 'T' 110 mm complete all as specified and directed.
37Demolition of reinforced cement concrete as in cover slabs of manhole or septic tank, soak pit complete all as specified and directed.
38M&L for RCC (1:2:4), type B1 (using 20mm graded aggregate) Precast cement concrete as in cover slab for man hole and similar article with plain face. Set in cement mortar 1:4 complete all as specified and directed.
39S&F deformed or twisted TMT bar 6 mm to 8 mm dia cut to length, bent to shape required, incl cranking bending and binding with MS wire (annealed) not less than 0.9mm or securing with clips complete all as specified and directed.
40M&L for Non-skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. including 15 mm thick screed bed or bedding layer in CM 1:4 for laying floor finish, set and jointed in neat cement slurry and pointed in white or coloured cement to match including dismantling of floor or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles from site and rubbish off the premises complete all as specified and directed.
41M&L for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6 meter mean radius with old size bricks built in CM 1:4, complete all as specified and directed.
42M&L Rendering 15 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished fair and even complete all as specified and directed.
43Demolition of cement concrete (unreinforced) in ground floors and pavings not exc 15 cm thickness (below or above ground level) complete all as specified and directed.
44M&L PCC (1:2:4) type B-1 using 20 mm grade stone aggregate as in coping, weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work complete all as specified and directed.
45M&L PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundations, filling, mass concrete and sub base of floor etc complete all as specified and directed.
46M&L for precast machine pressed cement concrete interlocking paver blocks of any shape and size confirming to IS 15658-2006 of 60 mm thick M-35 grade, glossy type with grey cement and no pigment laid dry over and including a layer of 25 mm thick sand cushioning complete all as specified and directed.
47S&F in repair vitreous china squatting pan (Orissa pattern) long pan including connection to trap, and to flushing pipe, anti-syphonage pipe etc incl making good to floor fixed in repair size 580x440mm white with integral footrest with 'P' or 'S' trap complete (excluding flushing cistern and flush) complete all as specified and directed.
48Cutting into existing manholes for connecting new drains, making good existing benching for and forming branch channel (1/2 round or 3/4section) in cement concrete 1:2:4 type B-l smooth finished and reforming benching as required complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56885077
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE Ref. Documents
LAST DATE 27-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Repair/Cleaning/Laying Of Manhole, Sewage Line, Septic Tank, Fencing, Path, Hardstanding Etc In Pocket No 9 Saharanpur In Age B/R Under Ge Roorkee
Basic Detail
Tender No 8392/613/E8
Bidding Type Tender
Location
City Saharanpur
State Uttar Pradesh
Key Dates
Publish Date 06 Aug 2026
Submission Date 27 Aug 2026
Open Date 29 Aug 2026
Finance
Tender Value Ref. Documents
Tender Fee 500
EMD 40000
Exemption Available
Document List
613makelists.pdf
613TenderDocus.pdf
8f673b7c-0d86-4a9a-ad91-775360f07d80.html
BOQ_877426.xls
Tendernotice_1 (2).pdf

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Tender Timeline

Aug 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Aug 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
pdf

613makelists.pdf

pdf

613TenderDocus.pdf

html

8f673b7c-0d86-4a9a-ad91-775360f07d80.html

xls

BOQ_877426.xls

pdf

Tendernotice_1 (2).pdf

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