Defence Statutory Bodies & Commissions/Committees Closing in 2 days TDR #58163259

Tender For special Repair Of Sewage Line At Network Sig Regt, Jodhpur Mil Stn Under The Area Of Age B/R-I Of Ge (Army) No 1 Jodhpur.Job No 16/Sr(Bldg)/Jodh/2026-27

Issued by Statutory Bodies & Commissions/Committees · Jodhpur, Rajasthan
Tender Value
35.18 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
2 days left
EMD
70360
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for special Repair Of Sewage Line At Network Sig Regt, Jodhpur Mil Stn Under The Area Of Age B/R-I Of Ge (Army) No 1 Jodhpur.Job No 16/Sr(Bldg)/Jodh/2026-27

BOQ

Name of Work:- SPL REPAIR OF SEWAGE LINE AT NETWORK SIG REGT, JODHPUR MIL STN UNDER THE AREA OF AGE B/R-I OF GE (ARMY) No 1 JODHPUR.Job No 16/SR(Bldg)/JODH/2026-27
Sl. No. Item Description
1Surface dressing not exceeding 15 cm deep and getting out in soft loose soil complete all as specified and as directed
2Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation,trenches,or drain etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in all kind of soil,by mechnical means(hydraulic excavator)etc, complete all as specified and directed.
3Excavation in trenches not exceeding 1.5 m wide and exceeding 1.5 m in depth but not exceeding 3.0 mtr depth for foundation,trenches,or drain etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in ordinary rock,by mechnical means(hydraulic excavator)etc, complete all as specified and directed.
4M&L for Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick in soils complete all as specified and directed.
5M&L for Removal of excavated material soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
6M&L plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed .
7Demolition and breaking up 150 mm bore RCC/Salt glazed stoneware drain pipe, set & jointed in cement mortar laid in trenches complete all as specified and as directed .
8Demolition and breaking up 200 mm bore RCC/Salt glazed stoneware drain pipe set & jointed in cement mortar laid in trenches complete all as specified and as directed .
9Demolition and breaking up 300 mm bore RCC/Salt glazed stoneware drain pipe set & jointed in cement mortar laid in trenches complete all as specified and as directed .
10Supply and laying in trenches, aligning and jointed for DWC HDPE pipe of ID/OD is 150/172 mm, SN-8, laid in trenches over existing bed complete with coller fixed and jointed in cement mortar and tested complete all as specified and as directed .
11Supply and laying in trenches, aligning and jointed for DWC HDPE pipe of ID/OD is 200/230 mm, SN-8, laid in trenches over existing bed complete with coller fixed and jointed in cement mortar and tested complete all as specified and as directed .
12Supply and laying in trenches, aligning and jointed for DWC HDPE pipe of ID/OD is 300/330 mm, SN-8, laid in trenches over existing bed complete with coller fixed and jointed in cement mortar and tested complete all as specified and as directed .
13M & L for cement concrete bed to 150 mm bore drain pipe ( DWC HDPE) including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) including necessary shuttering and tested of pipes complete all as specified & as directed
14M & L for cement concrete bed to 200 mm bore drain pipe( DWC HDPE) including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) including necessary shuttering and tested of pipes complete all as specified & as directed
15M & L for cement concrete bed to 300 mm bore drain pipe ( DWC HDPE) including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) including necessary shuttering and tested of pipes complete all as specified & as directed
16M&L for plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in kerb/benching/copings, bed plates, plinth courses, parapets including weathering, slightly rounded or chamfered angle and throating including use & waste of necessary form work etc complete all as specified and directed
17M&L for precast reinforced cement concrete 1:2:4 ,type B-1 (using 20 mm graded crushed stone aggregate) as in man hole cover slab/ drain cover slab etc. including necessary formwork complete all as specified and directed. Note : Reinforcement will be measured & paid seperately under respective item of BOQ.
18M&L for mild steel TMT bars 8 mm dia and over grade Fe -500 , as in reinforcement ,cut to length, bent to shape required, including cranking bending spirally for hooping for column,, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete etc all as specified and directed.
19M&L for mild steel round bars 10 mm dia and over grade Fe -500 , as in handle ,cut to length, bent to shape required, including cranking bending spirally for hooping for column,, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete etc all as specified and directed.
20M&L for framed work such as frame to man hole cover , hold fast, 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; railing; complete all as specified and as directed
21Extra for forming fair finished drain or channel 30cm inner girth in cement concrete ,using extra cement ,including forms moulds ,mitered/stopped ends etc complete all as specified and as directed
22Supply only integral water proofing compound ISI marked complete all as specified and as directed
23Dismantlingof old /unserveciableabondoned existing manholes any depth with debris and making good to earth complete all as specified and as directed
24Dismantling of sand cast, cast iron or RCC drain pipe jointed in cement mortar of size 100mm bore complete all as specified and as directed .
25Dismantling of sand cast, cast iron or RCC drain pipe jointed in cement mortar of size 75 mm bore complete all as specified and as directed .
26S & F 75 mm bore cast iron soil,waste and Vent pipes,in any length with or without ears,with cement joints,laid in trenches or in floors including making good to disturbed surface complete all as specified and as directed .
27S & F 100 mm bore cast iron soil,waste and Vent pipes,in any length with or without ears,with cement joints,laid in trenches or in floors including making good to disturbed surface complete all as specified and as directed .
28S & F 75 mm bore cast iron soil,waste and Vent pipes,in any length with or without ears,with cement joints, fixed to walls including stack clamp 50mm x 3 mm mild steel flat iron properly with nut ,bolts & PCC 1:2:4 complete all as specified and directed and including making good to disturbed surface complete all as specified and as directed .
29S & F 100 mm bore cast iron soil,waste and Vent pipes,in any length with or without ears,with cement joints, fixed to walls including stack clamp 50mm x 3 mm mild steel flat iron properly with nut ,bolts & PCC 1:2:4 complete all as specified and directed and including making good to disturbed surface complete all as specified and as directed .
30Demolition of stone / boulder masonry walling or brick or PCC block masonary, built in cement mortar including all quoins, arches, pillars etc and removal unserviceable materials, debris, rubbish to out side MD land complete all as specified and directed.
31M&L for squared rubble walling, Jodhpur type, regular coursed well bonded ,bedded and solidly hearted built in cement mortar 1:6, complete all as specified and directed.
32M&L for squared rubble walling, Jodhpur type, regular coursed well bonded ,bedded and solidly hearted built in cement mortar 1:6,but except stone complete all as specified and directed.
33Extra over stone walling for hammer dressing to face stone & dressing of face beds & joints as specified of squared rubble walling Jodhpur type brought upto courses with maximum depression of face from straight edge held against the dressed surface not exceeding 20mm and dressing face beds and joints, complete all as specified and directed.
34Cutting in to existing manhole for connecting new drains,making good to pipe and rendering ,cutting out existing benching and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished ,and reforming benching as required for 150mm/200mm/300mm complete all as specified and as directed
35Taking down cement plaster on brick wall or concrete surface or on stone walls etc including raking out joints hacking for key scrubbing down with water etc & removing the debris from the premises upto 500 m from the MOD land complete all as specified and directed
36M&L for 15 mm thick rendering in CM 1:4 (mixed with water proofing compound as per manufacturer instructions) on stone masonry/concrete surfaces/roof projections/chajjas upto the height 7 Mtr finished surface even and smooth without using extra cement including necessary scaffolding provided at site, complete all as specified and as directedNote -(i) Unit rate are quoted by bidder, deemed to be included for scaffolding, trestles, ladders, cradles, etc. necessary for execution of work and protective measures.
37M&L for racking out joints/ pointing to squared rubble or polygonal rubble un-coursed or brought up to courses masonry built in cement mortar or cement lime mortar, coursed or un-coursed in walls not less than 12mm deep, washing the joints, removing rubbish off the premises and keeping the surface to pointed or plastered wet for two days prior to re-pointing or plastering complete all as specified & directed.
38M&L keyed pointing in cement mortar (1:3) to squared rubble masonry Jodhpur type regular coursed or un coursed, complete all as specified & directed.
39M&L for preparation of new plastered surfaces on walls surface and applying three coats of white wash on wall surfaces complete all as specified and as directed.
40S&F WC squatting pan \\" Orissa Pattern\\" of size 580 mm X 440 mm white with integral foot rest including cast iron \\"P\\" or \\"S\\" trap, front or back inlet and making connection to trap & to flushing cistern complete including taking down existing pan & making good disturbed surface complete all as specified & directed.
41M&L vitreous China wash down water closet anglo Indian type (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe), including connection to drain (or outgoing pipe, and to flushing pipe & antisyphonage pipe etc with aluminium hinging device including plastic seat cover & taking down existing pan & making good disturbed surface complete all as specified & directed.
42SS&F PVC flushing cistern 10 ltr capacity valve less syphonic action type low level with and including ball valve float and handle, PVC flush pipe 32 mm bore & PVC connection 15 mm bore 450 mm long with PTMT nuts and brackets complete set & making good disturbed surface with CM 1:3 complete all as specified and directed.
43Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance out side MD land complete all as specified and as directed.
44M&L for 75 mm thick plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in sub base of flooring & mass concrete etc complete all as specified and directed.
45Supply and laying machine pressed / factory made chamfered edge cement concrete rubberised interlocking paver block, 60mm thick with 6 mm thick top layers of anti abrasive material of M-35 grade with any colour, design & pattern, & size/ shape, as approved by GE as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed.
46M&Lfor providing and laying precast factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 part cement : 3 part coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed.
47M&L for cutting to Bituminious road for laying of RCC hume pipe any dia & making good as per road specification or as per direction of engineer -in- charge complete all as specified and as directed
48M&L PVC (SWR) gully trap 125/110mm setting and jointing with solvent cement complete all as specified and as directed..
49Pumping out /Cleaning/taking out sludge/mud/silt from the existing manholes of any size / any capacity and any type of manholes of material like solid/fluid, mud sludge etc by mechanical motorised suction machine and deposited /removing the sludge etc outside the MOD land area to a distance exceeding 10 KM shall be conveyed in closed container vehicle of having capacity of 3000 ltr in each trip and also disposed off in the place properly using bleaching powder etc and buried in pits by making necessary excavation for filling of sludge and covering by earth on top properly complete all as specified and as directed.(a) Depth of manhole not exceeding 1.0 mtr
50Pumping out /Cleaning/taking out sludge/mud/silt from the existing manholes of any size / any capacity and any type of manholes of material like solid/fluid, mud sludge etc by mechanical motorised suction machine and deposited /removing the sludge etc outside the MOD land area to a distance exceeding 10 KM shall be conveyed in closed container vehicle of having capacity of 3000 ltr in each trip and also disposed off in the place properly using bleaching powder etc and buried in pits by making necessary excavation for filling of sludge and covering by earth on top properly complete all as specified and as directed. (b)Depth of manhole exceeding 1.0 mtr but not exceeding 2.0 mtr
51Pumping out /Cleaning/taking out sludge/mud/silt from the existing manholes of any size / any capacity and any type of manholes of material like solid/fluid, mud sludge etc by mechanical motorised suction machine and deposited /removing the sludge etc outside the MOD land area to a distance exceeding 10 KM shall be conveyed in closed container vehicle of having capacity of 3000 ltr in each trip and also disposed off in the place properly using bleaching powder etc and buried in pits by making necessary excavation for filling of sludge and covering by earth on top properly complete all as specified and as directed.(b)Depth of manhole exceeding 2.0 mtr
52Cleaning of blockage sewage line manually (cleaning length not exceeding 30 m from man hole or from manhole to septic tank) 150mm dia/bore of SGSW/RCC pipe and passing drubber ball of suitable size through line to ensure all blockage perfectly clear to the entire satisfaction of Engineer-in-charge and well flushing by using sufficient water and making it clear for easy flow of sewage up to the septic tank including cleaning of manhole sludge, silt etc removing the sludge in low lying area and burying it in pits and replacing manhole cover in position after cleaning complete as directed by Engineer-in-Charge.
53Cleaning of blockage sewage line manually (cleaning length not exceeding 30 m from 200 mm dia/bore SGSW/RCC of pipe and passing drubber ball of suitable size through line to ensure all blockage perfectly clear to the entire satisfaction of Engineer-in-charge and well flushing by using sufficient water and making it clear for easy flow of sewage up to the septic tank including cleaning of manhole sludge, silt etc removing the sludge in low lying area and burying it in pits and replacing manhole cover in position after cleaning complete as directed by Engineer-in-Charge.
54Cleaning of blockage sewage line manually (cleaning length not exceeding 30 m from man hole or from manhole to septic tank) 300mm dia/bore or above of SGSW/RCC pipe and passing drubber ball of suitable size through line to ensure all blockage perfectly clear to the entire satisfaction of Engineer-in-charge and well flushing by using sufficient water and making it clear for easy flow of sewage up to the septic tank including cleaning of manhole sludge, silt etc removing the sludge in low lying area and burying it in pits and replacing manhole cover in position after cleaning complete as directed by Engineer-in-Charge.
55Cutting and grubbing of bushes grass and tree surrounding manholes,Gully trap, bend, wall pipe and overhead tank etc and levelling of ground around the manholes and finish the surface of wall and removing the waste material to a distance exceeding 50m and not exceeding 250m and clearing the site complete all as specified and as directed..
56S&F for GI water tubing medium grade, ISI marked, galvanised, 20 mm bore with all fittings, (such as tee, elbow, socket, union & short pieces) fixed to walls and ceiling or laid in floors including cutting chases for brick/stone walls and making good the surface in cement mortar 1:3 including taking down or up steel / PVC tubing and connection including cleaning for refixing or removal to store complete all as specified.
57S&F for GI water tubing medium grade, ISI marked, galvanised, 15 mm bore with all fittings, (such as tee, elbow, socket, union & short pieces) fixed to walls and ceiling or laid in floors including cutting chases for brick/stone walls and making good the surface in cement mortar 1:3 including taking down or up steel / PVC tubing and connection including cleaning for refixing or removal to store complete all as specified.
58M&L for Construction of Septic Tank for 50 users including necessary earth work in excavation in any type of soil including soft /disintegrated rock, plain cement concrete 1:2:4 type B-2 ( using 40 mm graded crushed stone aggregate ) as in foundation laid over stone hard core , R R masonary in cement mortar 1:4, ,reinforced cement concrete M-25 ( design mix) as in slab cover including pre-cast man hole cover slab having 8 mm dia TMT bar Fe -500 D reinforcement @ 75 mm c/c & 6 mm thick mild steel plate embedded all around of cover slab,15 mm thick plaster in cement sand mortar in 1:4 on wall, vent shaft, sludge chamber , form work to sides and soffits, 150 mm dia SGSW inlet & out let pipes up to 3 m from outer face of wall, CI vent pipe, sludge chamber, RCC baffle wall, returning filling & removal etc, complete all as shown on drawing No.CEJZ/TD/31 dt 14 Dec 2013 Sheet No.1/3 to 3/3 as specified.
59M&L for Construction of Soakage well for 2.40mtr dia( internal dia ) & 3.0 m (effective depth) including necessary excavation in earth work in any type of soil , plain cement concrete 1:3:6 type C-2 ( using 40 mm graded crushed stone aggregate ) as in foundation , RR masonary in cement mortar 1:4 in walls & honey masonary , reinforced cement concrete M-30 (design mix) as in slab cover including pre-cast cover slab having 8 mm dia TMT bar reinforced,plain cement concrete band and dwarf wall, form work to sides and soffits of RCC slab & filling with brick bats loose filling including interconnecting pipes of RCC /DWC complete all as specified and shown in drawing No. Tdrawaing no.CEJZ/TD/29 dt 14 Dec 2013 Sheet No. 1/3 complete all as specified.
60M & L for non skid coloured ceramic tiles 7 to 8 mm thick (sqaure/ rectangular) area of each tile exceeding 0.06 Sqm but not exceeding 0.11 sqm, in floors etc.,over and including 15mm thick screed bed in cement mortar (1:6) set and jointed in neat cement slurry and pointed in coloured cement to match the existing surfaces, complete all as specified and directed.
61M&L for 25 mm thick cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in sub base of flooring, incld. finishing the surface even & rough to receive tiling etc., complete all as specified and as directed.
62Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), including removing broken tiles and the all rubbish off from the premises complete all as specified and directed.
63M & L glazed ceramic coloured tiles of size 350 mm x 250 mm x7mm thick / 450 mm x 350 mm x7mm thick ,as in vertical surface such as dado/skirting etc ,set and jointed in neat cement slurry and pointed in colour cement to match the tiles, over & including 10 mm thick rendering in cement mortar 1:4 complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58163259
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 35.18 Lakhs
LAST DATE 12-11-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for special Repair Of Sewage Line At Network Sig Regt, Jodhpur Mil Stn Under The Area Of Age B/R-I Of Ge (Army) No 1 Jodhpur.Job No 16/Sr(Bldg)/Jodh/2026-27
Basic Detail
Tender No GE/JODH (A) No 1 OF 2026-27 (9483/E8)
Bidding Type Tender
Location
City Jodhpur
State Rajasthan
Key Dates
Publish Date 22 Oct 2026
Submission Date 12 Nov 2026
Open Date 19 Nov 2026
Finance
Tender Value 35.18 Lakhs
Tender Fee 500
EMD 70360
Exemption Available
Document List
36f5d9ba-c896-4cd6-8602-528f1ac8a287.html
BOQ_891868.xls
TENDERDOCUMENTS.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Nov 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

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36f5d9ba-c896-4cd6-8602-528f1ac8a287.html

xls

BOQ_891868.xls

pdf

TENDERDOCUMENTS.pdf

pdf

Tendernotice_1.pdf

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