Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #56200639

Tender For Repair/ Maintenance Of Sewer Lines, Manholes, Cleaning Of Sewer Appurtenances And Drain, Culverts At Ihq Of Mod (Army) Tpt Unit Asc And Repair/ Maintenance Of Sewer Lines, Manholes, Cleaning Of Sewer Appurtenances And Sewage Lines, Hardsta

Issued by Statutory Bodies & Commissions/Committees · New Delhi, Delhi
Tender Value
Ref. Documents
Estimated cost
Bid Submission
23 Jul 2026
0 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Repair/ Maintenance Of Sewer Lines, Manholes, Cleaning Of Sewer Appurtenances And Drain, Culverts At Ihq Of Mod (Army) Tpt Unit Asc And Repair/ Maintenance Of Sewer Lines, Manholes, Cleaning Of Sewer Appurtenances And Sewage Lines, Hardstanding, Drains And Footpath Etc In Md Officers Enclave At Sp Marg Under Ge New Delhi

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 16-Jul-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 23-Jul-2026

BOQ

Name of Work:- REPAIR/ MAINT OF SEWER LINES, MANHOLES, CLEANING OF SEWER APPURTENANCES AND DRAIN, CULVERTS AT IHQ OF MOD (ARMY) TPT UNIT ASC AND REPAIR/ MAINT OF SEWER LINES, MANHOLES, CLEANING OF SEWER APPURTENANCES AND SEWAGE LINES, HARDSTANDING, DRAINS AND FOOTPATH ETC IN MD OFFICERS ENCLAVE AT SP MARG UNDER GE NEW DELHI
Sl. No. Item Description
1Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : GE NEW DELHI Name of Work: REPAIR/ MAINT OF SEWER LINES, MANHOLES, CLEANING OF SEWER APPURTENANCES AND DRAIN, CULVERTS AT IHQ OF MOD (ARMY) TPT UNIT ASC AND REPAIR/ MAINT OF SEWER LINES, MANHOLES, CLEANING OF SEWER APPURTENANCES AND SEWAGE LINES, HARDSTANDING, DRAINS AND FOOTPATH ETC IN MD OFFICERS ENCLAVE AT SP MARG UNDER GE NEW DELHI Contract No: GE/ND-12/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Rates only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sch. itemNo. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Rs. Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words
2M&L for cleaning, flushing of chocked and de-silting of outdoor sewage lines n.exc 300mm internal diameter of any depth upto three meter. The cleaning shall be carried out with mechanized operation by means of diesel/electric operated vehicle mounted hydraulic operated high pressure suction cum jetting machines fitted with pump of requisite capacity and the sludge sucked out with super succer machine of required capacity and sent to storage tanks for further disposal to the authorised disposal sites. The sludge deposited in the sewage line shall be fully cleaned and disposed off the same outside the MoD land at any distance and without any additional cost on the same day when it was taken out. The job shall be carried out with safety precaution equipments and with strict supervision complete all as specified and directed.Note:-(a) The service provider/contractor during the mechanized operation shall be equiped with gas monitor, nylon rope ladder, torch light and compressor blower etc alonwith the sewage cleaning truck mounted suction/jetting machine.(b) Manual cleaning operation/scavenging is prohibited.(c) The unit rate quoted by the contractor shall interalia deem to include the cost of proviiding skilled driver and operator and supervising Engineer including provision of water for jetting and removal of sludge/silt/liquid/mud and sand (in foul position) etc (d) The effective length of pipe for the purpose of payment shall be excluding the length of manhole.
3Excavating in trenches in any type of soil, not exceeding 1.5m wide, not exceeding 1.5m in depth for foundation for manholes / shafts or sewer line etc and getting out in soft/ loose soil complete all as specified and directed.
4Excavating in trenches in any type of soil, not exceeding 1.5m wide, exceeding 1.5m in depth but not exceeding 3.0 m in depth for foundation for manholes / shafts or sewer line etc and getting out in any type of soil complete all as specified and directed.
5Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25 cm soft/ loose soil complete all as specified and directed.
6Removing excavated materials/surplus soil out side of defence land up to a total distance of 1.5 Km complete all as specified and directed by Engineer-in-charge.
7Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, bore of pipe 150mm complete all as specified and directed.
8Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, bore of pipe 200mm complete all as specified and directed.
9M&L for Salt glazed stone ware ( SGSW ) drain pipes, Grade ‘A’ 150 mm bore, laying level or to falls in trenches, on concrete bed or directly on hard grounds and making joints and testing complete all as specified and directed.
10M&L for Salt glazed stone ware ( SGSW ) drain pipes, Grade ‘A’ 200 mm bore, laying level or to falls in trenches, on concrete bed or directly on hard grounds and making joints and testing complete all as specified and directed.
11M&L for Cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregrate) in concrete bed to drain pipes including packing under and haunching against the sides of pipe of 150 mm bore after they are laid and tested complete all as specified and directed.
12M&L for Cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregrate) in concrete bed to drain pipes including packing under and haunching against the sides of pipe of 200 mm bore after they are laid and tested complete all as specified and directed.
13M&L for cleaning of chocked sewer line by diesel/petrol runing vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 ltrs water jetting tank including skilled operator, supervisig engineer, labour etc for cleaning and partial desilting of manholes and dechocking of sewer lines of any dia & size and in any description, dechocking and flushing of sewer line from one manholes to another by high pressure jetting system of 2200 PSI for sewer line of following mentioned dia for all depth complete all as specified and directed.Note: Rates quoted cleaned for 08 hrs of above mentioned machine. Any work carried out throughout 08 hrs shall be measured as one Job.
14M&L for cleaning of chocked sewer line by diesel/petrol runing vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 8000 litres suction capacity and 10000 ltrs water jetting tank including skilled operator, supervisig engineer, labour etc for cleaning and partial desilting of manholes and dechocking of sewer lines of any dia & size and in any description, dechocking and flushing of sewer line from one manholes to another by high pressure jetting system of 2200 PSI for sewer line of following mentioned dia for all depth complete all as specified and directed.Note: Rates quoted cleaned for 08 hrs of above mentioned machine. Any work carried out throughout 08 hrs shall be measured as on Job.
15S&F in repair Cast iron soil,waste and vent pipes in any length with or without ears,with cement joints,laid in trenches or in floors of size 100 mm bore complete all as specified and directed.
16S&F in repair Cast iron soil,waste and vent pipes in any length with or without ears,with cement joints,laid in trenches or in floors of size 75 mm bore complete all as specified and directed.
17S&F in repair Cast iron soil,waste and vent pipes in any length with or without ears,with cement joints, fixed to wall, of size 75 mm bore incl take necessary safety precaution during execution of the work up to 6 story buildings complete all as specified and directed.
18S&F in repair Cast iron soil,waste and vent pipes in any length with or without ears,with cement joints, fixed to wall, of size 100 mm bore incl take necessary safety precaution during execution of the work up to 6 story buildings complete all as specified and directed.
19S&F in repair Cast iron tee with ducks foot or heel rest.of size 100mm bore of pipe complete all as specified and directed.
20S&F in repair Cast iron bends, Y, elbow with ducks foot or heel rest.of size 100mm bore of pipe complete all as specified and directed.
21S&F in repair Cast iron tee, with ducks foot or heel rest.of size 75mm bore of pipe complete all as specified and directed.
22S&F in repair Cast iron bends, Y, elbow with ducks foot or heel rest.of size 75mm bore of pipe complete all as specified and directed.
23Demolition of reinforced cement concrete of any description and any position no otherwise specifically ( below or above ground level) including cutting of reinforcement as required to facilitate demoilition incl removing the unserviceable material out side the MOD land complete all as specified and directed.
24M&L for precast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in landing, cover slab, manhole cover etc including necessary form work, set in cement mortar 1:4 complete all as specified and directed by Engg in charge.
25M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
26M&L for cement concrete type C-2, 1:3:6 ( 20mm graded stone aggregate ), 75 mm thick as in plinth protection, finished cement concrete surface even & smooth without using extra cement complete all as specified and directed.
27M&L for cutting into existing manholes for connecting new drains, making good to pipes and renderning, cutting out existing benching for 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 150 mm internal dia of pipes complete all as specified and directed.
28M&L for demolition of cement concrete in the sunken floor and and removing rubbish and cleaning sunken portion of slab (Bottom & sides) and providing water proofing treatment as under :-(a) Providing upto 50 mm concave coving with PCC 1:2:4 type B-0 using 12.5mm graded stone aggregate mixed with liquid WPC to maintenance damage/smooth sunken floor surfaces. (b) Applying 15mm thick plaster in CM 1:4 admixed with WPC all around of sunken floor . (e) Fixing of GI tubing 40 mm dia of medium grade for spout length as per site for sunken floor. (b) Apply WPC with cement slowly as 1:20 ratio or as per manufacture instruction upto to top of sunken portion.(f) Applying 2 full coats of brush bond acrylic emulsion based elastomeric water proofing coating after the primer with a min time gap of 4-6 hrs between 1st & 2nd coat.(c) Fixing the all GI/CI/PVC pipe/fiftings of any dia (Pipe/fittings will be measured and paid separately) and laying half bricks all surrounding of the pipe/fittings.(d) Filled the all half bricks gaps with cement mortar in 1: 3 ratio mixed with WPC 200ml per 50kg of cement.(e) Over plaster apply WPC with cement slowly as 1:20 Ratio or as per manufacture instruction to achieve smooth surface.(f) Provide PCC 40 mm thick 1:2:4 type B-0 (using 12.50 mm graded stone aggregate) mixed with water proofing compound as per manufacture instruction over PCC 1:5:10 as remain portion of in sunken floor complete all as specified and directed (Note : Measurement will be taken as floor area of the sunken floor)
29S&F in repair PVC (SWR) pipes single socketed in any length with rubber ring joints using solvent adhesives fixed to walls with brackets etc of 110mm dia complete all as specified and directed
30S&F in repair PVC (SWR) pipes single socketed in any length with rubber ring joints using solvent adhesives fixed to walls with brackets etc of 75 mm dia complete all as specified and directed
31S&F in repair PVC (SWR) bends,shoes, ' Y' and tee any radius of 110mm dia complete all as specified and directed
32S&F in repair PVC (SWR) bends,shoes, ' Y' and tee any radius of 75mm dia complete all as specified and directed
33S&F in repair MS framed brackets of angle iron or of flat iron with hold fasts etc as directed incl necessary welding etc complete for manholes and covers confirming to Fe-410-0 or Fe-310-0 complete all as specified and directed
34S&F in repairs cast iron floor trap with Cockroach Proofing CP grating with or without hole including jointing to waste pipes , fixed in cement concrete type B-1 (1:2:4), dia of outlet 75 mm, complete all as specified and directed
35S&F in repair Salt Glazed Stone Ware (SGSW) gully traps square or round mouthed type size 150x150mm including excavation/earth work, bed concrete, surrounding concrete and CI grating, complete all as specified and directed
36S&F in repair vitreous china wash down water closet pedestal pattern white incl valveless syphonic action type PVC low level flushing cistern with inlet ball valve float & handle incl. brackets of 10 ltrs capacity with dual flush and saparate switch operated small flush: 2-3 ltr and Large flush: 8 to 10 ltrs complete with plastic water closet seat white closed pattern with flat bottom & cover & mild steel chromium plated or aluminium hinges device & flush pipe of polythene of low or high density of PVC 32mm dia for low level PVC cistern complete all as specified and directed by Engg in charge. Make: HINDWARE/PARRY WARE/CERA) Ist quality.
37S&F in repair water closet vitreous china squatting pan of ORISSA pattern size 580 mm X 440 mm white with integral foot rest incl setting the cast iron trap & pan into cement and sand mortar, provn of lime concrete bedding complete.incl valveless syphonic action type PVC low level flushing cistern with inlet ball valve float & handle incl. brackets of 10 ltrs with dual flush and saparate switch operated small flush: 2-3 ltr and Large flush: 8 to 10 ltrs capacity complete all as specified and directed.
38S&F in repair, brass chromium plated health faucet including flexible pipe of 15mm bore and 1.20 m long with and including 15mm bore complete all as specified and directed.
39S&F in repair 15 mm dia bib tap cast copper alloy chromium plated with capstan head handle, screwed down high pressure screwed for iron pipe or for brass ferrule complete all as specified and directed.Make: Cera, Jaguar and Hindware
40S&F in repair vitreous china wash basin white flat back size 550 x 400 mm including brass chromium plated waste coupling for WHB with long screwed and shanks and fly nuts, flanged end bedded in red lead and other end fixed, PVC waste pipe, 32mm dia ,med grade, pipe with fittings fixed in wall connected to floor trap for drain out, complete including provision of pair or bracket of angle iron 35x35x6mm duly painted with two coat of synthetic enamel paint over one coat of red oxide zinc chromate primer and embedded one end of bracket in PCC 1:2:4 type B-1 bed blocks and cutting for and pinning in ends of brackets in walls and making good complete all as specified and directed.
41S&F in repairs 15mm dia fancy type Pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and directed.Make: Cera, Jaguar and Hindware
42S&F in repairs 15 mm dia stop valve cast copper alloy chromium plated with capstan head handle, screwed down high pressure screwed for iron pipe or for brass ferrule complete all as specified and directed.Make: Cera, Jaguar and Hindware
43S&F in repairs 15mm dia angle valve, chromium plated, screwed down high pressure, with crutch or butterfly handle screwed both ends for iron pipe on for unions, complete all as specified and directed.Make: Cera, Jaguar and Hindware
44S&F in repairs PVC connections 15mm size with PTMT nuts of length 600mm complete all as specified and directed.
45S&F in repairs 32 mm PVC waste pipe 900 mm long with complete all as specified and directed.
46Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
47M&L for coloured non skid ceramic tiles in floors, of size 400 x 400 mm set & jointed in neat cement slurry and pointed in coloured cement to match over & including 20mm thick screed bed in Cement Mortar 1:4 complete all as specified and directed.
48M&L for 600X300 glazed ceramic tiles colored as in dado / skirting and vertical surfaces set & jointed in neat cement slurry and pointed in colored cement over and incl rendering of 10 mm thick cement mortar 1:4, Shade, pattern, laying etc of tiles as directed at site complete all as specified and directed.
49Taking down cement or cement lime plaster any description including racking out joints, hacking for key, scrubbing down with water etc complete all as specified & directed including removal of debris out side MoD land. The work shall be carried out upto sixth storey height of buildings complete all as specified and directed.
50M&L for 10mm thick ready mix plaster READIPLAST RP of (Make Ultra tech) on any surfaces of brick/concrete including aapplication of bonding coat as Ultratech seal and Dry 5 Plus as per manufacturers instruction including finished even and smooth complete all as specified and directed.Note: The work shall be carried out upto sixth storey height of buildings including all safety factor.
51M&L for 5mm thick ready mix plaster READIPLAST RP of (Make Ultra tech) on any surfaces of brick/concrete including aapplication of bonding coat as Ultratech seal and Dry 5 Plus as per manufacturers instruction including finished even and smooth on soffits/ceiling surfaces complete all as specified and directed. Note: The work shall be carried out upto sixth storey height of buildings including all safety factor.
52M&L for Preparation of new plastered surface and applying one & more coat of white putty min 1 mm thick on wall surfaces over a coat of chalk whiting priming over two coat of distemper oil emulsion complete all as specified and directed.
53M&L for Preparation of new plastered or unplastered surfaces of ceiling and applying three coats of white wash on ceiling surfaces complete all as specified and directed.
54M&L for finishing wall with Acrylic smooth exterior paint of required shade: New work ( two or more coats applied @ 1.67 Ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 Sqm) complete all as specified and directed.
55Demolition of cement concrete unreinforced of any description and in any position not other wise specifically provided including removing the unserviceable material out side the MOD land complete all as specified and directed.
56M&L for lean concrete 1:4:8 type D2(using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.
57M&L for PCC 1:3:6, type C-1 (using 20 mm graded Agg) as in drain finished even & smooth surface without using extra cement complete all as specified and directed.
58M&L for 100 mm thick cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base or sub floors finishing the surfaces even and rough to receive the topping layer complete all as specified and directed.
59M&L for cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in floor/path finished even and smooth surface without using extra cement complete all as specified and directed.
60M&L for brick work with sub class 'B' bricks, straight or curved on plan exc 6.00 m mean radius built in CM 1:6 including Demolition with removing the unserviceable material out side the MOD land complete all as specified and directed.
61M&L for machine vibrated precast concrete interlocking paver/ tiles (glazed finish) with grey cement and pigment any shape, any size, confirming to IS 15658-2006 of 60 mm thick and M-35 grade over 50mm thick sand layer including taking down old complete all as specified and directed.
62M&L for cement concrete chequered tiles top PU quoted with size 300x300x22-25 mm thick with grey cement and no pigment, set and jointed in neat cement slurry and pointed in coloured cement to match the surfaces as in floors over and including 15 mm thick screed bed in cement mortar 1:6 including taking down complete all as specified and directed.
63Demolition of stone slab and tiles of any description or thickness on steps, jambs, pillars, walls, cooking platform, floors, aprons, skirting etc laid bedded and pointed in any mortar complete all as specified and directed
64M&L for machine cut Kota stone slab 20-25 mm thick in floor on steps and landing in single piece over 20mm thick cement screed and jointed with ditto as per item over and including cement screed base of CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding, rubbing and polishing (granite finish) and exposed edges of Kota stone shall be rounded complete all as specified and directed.
65All as per Item No 63.00 above but in vertical surface as in riser of steps, skirting, dado and pillars over 10MM back coat in CM 1:3 complete all as specified and directed.
66M&L for grinding of existing/New kota stone flooring surfaces by picking, sweeping clean and washing down with water to remove dust, complete all as specified and directed.
67S&F 150mm bore (inner dia double wall corrugated HDPE pipes (SN8) in any length including all fittings and jointing elastomeric rubber ring and couplers/ other jointing materials as per manufacturers instructions, laid over and including 150 mm thick sand coushing in trenches or in floors acomplete all as specified and directed.
68All as per item No 66.00 above but for 200 mm bore (inner dia) complete all as specified and directed.
69S&F in repair cast iron branch piece, single (equal or unequal) ordinary or inverted (spigot or socket type) or with parallel branches tee and similar items of 100mm internal dia complete all as specified and directed.
70S&F in repair cast iron bends (any radius) diminishing pieces or tapers (larger bore measured) of 100mm internal dia complete all as specified and directed.
71M&L for PCC (1:2:4) type B-1 (using 20mm graded crushed stone aggragated) as in benchning, copings, channels, slightly chamfered or rounded on edge including necessary use of form work complete all as specified and directed.
72M&L for rendering 15mm thick on fair faces of brick/concrete surfaces in CM (1:4) finished complete all as specified and directed.
73Taking out settled sludge from man holes / septic tanks, and removing the same by means of covered vehicles to out side of MOD. Note - semi solid / liquid sludge shall not be measured but shall be removed complete all as specified and directed by Engg in charge.
74Demolition of RCC manhole cover slabs and similar suspended work incl (reinforcement cut as required to facilitate demolition) complete all as specified and directed.
75S&F precast polycrete plastic fibre reinforced concrete (PFRC) rectangular manhole cover (heavy duty) with 60 to 75 mm thick, confirming to IS: 12592 and IS:1726, factory made area exc 0.50 sqm but n exc 0.75 sqm on any side complete all as specified and directed by Engr-in-charge.
76S&F precast polycrete plastic fibre reinforced concrete (PFRC) rectangular manhole cover (heavy duty) with 60 to 75 mm thick, confirming to IS: 12592 and IS:1726, factory made area n exc 0.50 sqm on any side complete all as specified and directed by Engr-in-charge.
77S&F precast polycrete plastic fibre reinforced concrete (PFRC) circular/ rectangular/ square cover for gully traps (heavy duty) with frame of size 450 to 550mm, 40 to 50 mm thick conforming to IS: 12592 and IS:1726, factory made complete all as specified and directed by Engr-in-charge.
78S&F in reparirs Salt glazed stoneware gully trap, rectangular mouthed, 180x150mm, type 'P' including necessar excavation and earth work in any kind of soil, set in Plain Cement Concrete 1:2:4 , type B-1 (using 20mm graded crushed stone aggregrate), cast iron grating and setting and jointing to drain with cement mortar 1:1 complete all as specified and directed.
79S&F PFRC circular manhole (medium duty) cover with frame of size 551 to 650 mm dia conforming to IS: 12592 and IS:1726, factory made complete all as specified and directed by Engr-in-Charge
80S&F in repairs stack clamps size 50mm x 5mm, flat iron and 16mm dia round iron stays, including bolt and nut and securing ends of stay to wall or roof 75mm bore pipe complete all as specified and directed.
81S&F in repairs stack clamps size 50mm x 5mm, flat iron and 16mm dia round iron stays, including bolt and nut and securing ends of stay to wall or roof 100mm bore pipe complete all as specified and directed.
82M&L for cutting into existing manholes for connecting new drains, making good to pipes and renderning, cutting out existing benching for 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 200 mm internal dia of pipes complete all as specified and directed.
83Demolition of cement concrete (unreinforced) of any description as in ground floor / paving not exc 15 cm thick above or below ground level and removing rubbish off the premisses complete all as specified and directed.
84M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 as in glossy PU coated Grade as approved complete all as specified and directed.
85M&L for Sand for 50 mm thick filling under interlocking paver block including watering and consolidation complete all as specified and directed.
86M&L for heavy duty groove Tiles for Commercial & Public Parking of size 600x600 and minimum 12 mm thick suitable for high traffic and max grip and non skid etc set and jointed in neat cement slurry and using 3 mm thick pressure and fill epoxy on tile joint over 20mm thick screed bed in CM 1:4 complete all as specified and directed by engr in charge
87M&L for 22 to 25mm thick interlocking paver tiles glossy (PU coated) over 15 mm thick screed in CM 1:6 as in flooring over 75mm thick PCC 1:3:6 type C2 ( using 40mm graded aggregates) complete all as specified and directed.Note: (a) Srl Item No 14.00 to 19.00, 23.00 to 25.00, 28.00, 29.00, 33.00, 35.00 to 40.00, 46.00, 47.00, 49.00, 50.00, 58.00 to 61.00, 71.00, 83.00, 85.00 & 86.00 of BOQ are major items for the subject tender and material in respect of these items shall be procured within one month after placing of work order and produced before Engg in Charge alongwith original purchase vouchers as per direction of Garrison Engineer and shall obtain a certificate from Engg in charge that material in respect of above mentioned items have been submitted in the office of Engg in charge in their safe custody.(b) Materials in respect of Freakishly low declared items if any at the time of acceptance of contract shall be procured within one month after placing of work order and submit the same in the office of Engg in charge alongwith original purchase vouchers in their safe custody and shall obtain a certificate from Engg in charge. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56200639
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE Ref. Documents
LAST DATE 23-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Repair/ Maintenance Of Sewer Lines, Manholes, Cleaning Of Sewer Appurtenances And Drain, Culverts At Ihq Of Mod (Army) Tpt Unit Asc And Repair/ Maintenance Of Sewer Lines, Manholes, Cleaning Of Sewer Appurtenances And Sewage Lines, Hardstanding, Drains And Footpath Etc In Md Officers Enclave At Sp Marg Under Ge New Delhi
Basic Detail
Tender No NIT No GE/ND-12/2026-27
Bidding Type Tender
Location
City New Delhi
State Delhi
Key Dates
Publish Date 16 Jul 2026
Submission Date 23 Jul 2026
Open Date 25 Jul 2026
Finance
Tender Value Ref. Documents
Tender Fee 500
EMD 90000
Exemption Available
Document List
a354909a-f500-4170-a7b1-af0c664d1aee.html
BOQ_867807.xls
Tender12.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 23, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Today
Jul 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Jul 25, 2026

Bid Opening Date

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Upcoming · 2 days

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