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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC 368 PHASE 4 SAS NAGAR MOHALI 160059 PB | S A S NAGAR | PUNJAB | 160059 | ₹19.3 L Quoted ₹20.0 L | L1 | Accepted-AOC L1 QUOTED |
| 2 | L2₹21.0 L+₹1.0 L (5.18%)Rejected-AOC | ₹21.0 L+₹1.0 L (5.18%) | L2 | Rejected-AOC L2 QUOTED |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
1 Oct 2024, 6:00 pmClosed
GE AF Chandigarh
GE AF Chandigarh, 12 Wings Air Force Station, Chandigarh-160003
CLEANING OF SEWAGE LINES, MANHOLES, GULLY TRAP, REPAIRS TO MANHOLE COVERS, SGSW SEWAGE LINES AND MISC B/R WORKS AT DOMESTIC AND TECHNICAL AREA AT AF STATION CHANDIGARH.
2024_MES_670848_1
GE(AF)/CHD/T-23/2024-25
Open Tender
Civil Works
Item Rate
274 days
Chandigarh
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE AF Chandigarh
₹50,000
Yes
16 Dec 2024
3 Sept 2024
8 Oct 2024
3 Sept 2024
1 Oct 2024
17 Sept 2024
3 Sept 2024 - 10 Sept 2024
Amount
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep as in soft/ loose soil and getting out, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc. not exceeding 10sqm on plan complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide and exc. 1.5m but n. exc. 3.00m depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, sewage lines etc, as in soft/ loose soil and getting out, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide and exc. 3.0m but n. exc. 4.50m depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, sewage lines etc, as in soft/ loose soil and getting out, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc. complete all as specified and directed.
Excavating over areas n. exc. 1.5m deep and getting out in soft/ loose soil, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc. complete all as specified and directed.
Excavating over areas exc. 1.5m but n. exc. 3.0m deep and getting out in soft/ loose soil, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc complete all as specified and directed.
Returning filling soft/ loose soil in trenches including spreading, leveling in layers not exceeding 25cm thick, watering and well ramming, complete all as specified and directed.
Removing excavated materials to a distance exc. 1.50 km but n. exc. 5 km and depositing where directed at a level n. exc. 1.5 metre above the starting point in soils and removal of excavateded spoils to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:4 complete in and including demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc for the area where unservicable bricks retrived and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrived from demolition of this item shall be used after proper cleaning and washing of old bricks under item No.09.00 below.
Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius (except bricks) built in cement sand mortar 1:4 complete in and including demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc for area where servicable bricks retrived and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrived from demolition of item No.08 and this item shall be used under this item after proper cleaning and washing of old bricks.
Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in sub base ,foundations, filling and mass concrete, in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Plain Cement concrete75 mm thick type C-2, 1:3:6 by using 40mm graded mechanically crushed stone aggregate as in floor/hardstanding/Plinth protection etc ,laid in panels of approved size and finishing the surfaces of concrete topping even and smooth (without using extra cement) in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note :- The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12mm.Quoted rates are inclusive of use and waste of formwork and to devide the area in panels.
Plain cement concrete (1:2:4) type B-0 by using 12.5 mm graded mechanically crushed stone aggregate as in benching, coping in manhole including forming channels, finishing even & smooth (using extra cement) in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note: Quoted rates are inclusive of use and waste of formwork .
Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar (1:1) , laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade in and inclding demolition and breaking up PCC and breaking up of existing drain pipes, (salt glazed stoneware/ AC/ reinforced concrete) set in cement mortar including bedding and haunching concrete and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Salt- glazed stoneware drain pipe grade ‘A’ 200 mm bore, ISI marked jointed with cement mortar (1:1), laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade in and inclding demolition and breaking up of existing drain pipes, (salt glazed stoneware/ AC/ reinforced concrete) set in cement mortar including bedding and haunching concrete and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Reinforced concrete pipes class NP-2 ,300mm Internal diameter of pipe conforming to IS laid in trenches and jointed in cement mortar 1:3 complete with collar in and inclding demolition and breaking up of existing drain pipes, (salt glazed stoneware/ AC/ reinforced concrete) set in cement mortar including bedding and haunching concrete and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates as in bed to 150mm dia SGSW /RCC pipes including packing under and haunching against the sides of after they are laid and tested in trenches, complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete (1:4:8) type D-2using 40 mm graded mechanically crushed stone aggregates as in bed to 200mm dia SGSW/RCC pipes including packing under and haunching against the sides of after they are laid and tested in trenches, complete all as specified and directed by Engineer-in-Charge. Note for item No. 23.00 & 24.00: Excavation work shall be measured and paid separately.
Plain cement concrete (1:4:8) type D-2using 40 mm graded mechanically crushed stone aggregates as in bed to 300mm dia RCC pipes including packing under and haunching against the sides of after they are laid and tested in trenches, complete all as specified and directed by Engineer-in-Charge. Note for item No. 16.00 to 18.00: Excavation work shall be measured and paid separately.
Cutting into walls of existing manholes for connecting new drain pipe 150/200 mm internal dia pipe, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Providing pre-cast reinforced cement concrete 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:4 as in manhole covers including necessary forms/moulds in and including demolition of reinforced cement concrete of any description & in any position and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Steel reinforcement shall be measured and paid for separetely.
Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and fair without using extra cement , complete all as specified and directed by Engineer-in-Charge.
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and fair without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and smooth without using extra cement , complete all as specified and directed by Engineer-in-Charge.
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Preparation of new plastered or unplastered surfaces of wall and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
First quality glazed designer pattern ceramic coloured tiles of size 450x350x7mm or 450x300x7mm, thick fixed in pattern to wall ( combination of dark and light colour with boarder) laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.
First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.
Mild steel plates/ Flats Fe-290 grade E-165 quality as in frames to edges for strenghting of manhole covers, cut or notched forming holes(ordinary or countersunk) as in hold fasts in and including dismantling of structural steel work including doors, gates but excluding mild steel etc., complete all as specified and directed by the Engineer-in-Charge.
Wash basins ,vitreous china, white, flat back type of size 550x400mm including brackets and cutting for and pinning in ends of brackets or erecting stand 32mm dia Waste fittings, brass, chromium plated for glazed basins with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed over and including new brackets fixed as in repair , complete all as specified and directed by the Engineer in -Charge.
Vitreous China squating pan, 'Orissa' pattern, size 580x440mm white, with integral foot rests, including 100mm cast iron 'P' or 'S' trap and 100mm cast iron sanitary connection socket to fit WC outlet including connection to trap, to flushing pipe, anti-syphonage pipe etc. complete including making good to floor fixed as in repair , complete all as specified and directed by the Engineer in -Charge. Notes :- (i) Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground. (ii) The rate quoted by the contractor is included for change of provision ie from IWC to EWC or vise versa.
Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including connection to trap,and to flushing pipe, anti-syphonage pipe,etc including 100mm cast iron 'P' or 'S' trap complete including making good to floor fixed as in repair , complete all as specified and directed by the Engineer in -Charge. Notes :- (i) Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground. (ii) The rate quoted by the contractor is included for change of provision ie from IWC to EWC or vise versa.
PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level fixed as in repair , complete all as specified and directed by the Engineer in -Charge.
PVC connections 15mm size with PTMT nuts of length 600 mm fixed as in repair , complete all as specified and directed by the Engineer in -Charge.
Plastic water closet seat cover good quality in white colou with flat bottom and cover and mild steel chromium plated or aluminium hinging devices, connected to drains outlet, fixed as in repair , complete all as specified and directed by the Engineer in -Charge.
PVC waste pipe flexible for Sink/ WHB of 32mm size fixed as in repair , complete all as specified and directed by the Engineer in -Charge.
PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor including taking down old pipes (any size or pattern) ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) pipes 110 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor including taking down old pipes (any size or pattern) ,complete all as specified and directed by Engineer-in- Charge. Note for item No. 37.00 to 38.00: Excavation work shall be measured and paid separately.
PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe including taking down old pipes (any size or pattern) ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) pipes 110 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe including taking down old pipes (any size or pattern) ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) bends any radius 75mm bore fixed with solvent cement in any position as per site requirement provided with access door fixed as in repair , complete all as specified and directed by Engineer-in-Charge.
PVC (SWR) bends any radius 110mm bore fixed with solvent cement in any position as per site requirement fixed as in repair , complete all as specified and directed by Engineer-in-Charge.
Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof of 100mm bore of pipe fixed as in repair , complete all as specified and directed by Engineer-in-Charge.
CP grating dome 100 mm dia/hinged of brass and fixing with cement mortar 1:3 (Minimum weight 25gms) fixed as in repair,complete all as specified and directed by Engineer-in- Charge.
CP grating dome 125 mm dia/hinged of brass and fixing with cement mortar 1:3 with holes (Minimum weight 40gms) fixed as in repair,complete all as specified and directed by Engineer-in- Charge.
Cast iron soil, waste and vent pipe ,100 mm bore of Sand pipes in any length with or without ears, with cement joints, laid in trenches or in floors in and including dismantling of cast iron work of any description,complete all as specified and directed by Engineer-in- Charge. Note : Excavation work shall be measured and paid separately.
Cast iron soil, waste and vent pipe ,100 mm bore of Sand pipes in any length with or without ears, with cement joints fixed to walls in and including dismantling of cast iron work of any description,complete all as specified and directed by Engineer-in- Charge.
Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 75 mm bore fixed as in repairs with cement joints ,complete all as specified and directed by Engineer-in- Charge.
Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 75 mm bore with ovel access door ISI marked fixed as in repairs with cement joints ,complete all as specified and directed by Engineer-in- Charge.
Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 100 mm bore fixed as in repairs with cement joints ,complete all as specified and directed by Engineer-in- Charge.
Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 100 mm bore with ovel access door ISI marked fixed as in repairs with cement joints ,complete all as specified and directed by Engineer-in- Charge.
Cleaning of solid/ liquid mud deposited in underground sewage lines 100mm/ 150mm bore of any type at any depth between consecutive manholes, by manual roding through connecting manholes, getting out all foreign matter such as solid/ liquid mud etc. complete including removal & refixing of covers and rremoval of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning of solid/ liquid mud deposited in underground sewage lines 200mm/ 300mm bore of any type at any depth between consecutive manholes, by manual roding through connecting manholes, getting out all foreign matter such as solid/ liquid mud etc. complete including removal & refixing of covers and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning and desilting of septic tanks upto 20 users of any size & depth from solid liquid/ liquid mud etc, including pumping out liquid and liquid sludge with pumping arrangements, labour and machine as required and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning, desilting of septic tanks upto 21 to 50 users, of any size & depth from solid liquid/ liquid mud etc including pumping out liquid and liquid sludge with pumping arrangements, labour and machine as required and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning, desilting of septic tanks upto 51 to 100 users of any size & depth from solid liquid/ liquid mud etc including pumping out liquid and liquid sludge with pumping arrangements, labour and machine as required and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning, desilting of soakage well 3.0metre dia and depth upto 4.5metre, from solid liquid/ liquid mud etc. including pumping out liquid and liquid sludge with pumping arrangements, labour and machine as required and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning, desilting of manholes of size not exceeding 1.2metre x 1.20metre & depth upto 1.5metre from solid liquid/ liquid mud etc, and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning, desilting of manholes of size not exceeding 1.2metre x1.20metre & depth exceeding 1.5metre but not exceeding 3.0 metre, from solid liquid/ liquid mud etc. including pumping out liquid and liquid sludge with pumping arrangements, labour and machine as required and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning, desilting of manholes of dia 1.5metre to 2.0metre and depth upto 4.5metre from solid liquid/ liquid mud etc. including pumping out liquid and liquid sludge with pumping arrangements, labour and machine as requiredand removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning, desilting of manholes of dia 1.5metre to 2.0metre and depth exceeding 4.5metre but not exceeding 6.0metre from solid liquid/ liquid mud etc. including pumping out liquid and liquid sludge with pumping arrangements, labour and machine as required and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note for serial item Nos 54 to 61: Contractor shall arrange the sewage suction machine or sewage pump of minimum 5HP along with the equipments to clean the sewage line, MH, septic tank & soakage well etc. and cost in this respect shall be deemed included in the quoted rates of respective items and no extra payment on this account shall be made.
Cleaning solid/ liquid mud deposited in underground sewage lines upto and including 200mm bore of any type between consecutive manholes by hydraulic jet pressure machine through connecting manholes complete including men, machine and water as required including removal and refixing of manhole covers and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Cleaning solid /liquid mud deposited in underground sewage lines upto and including 300mm dia bore of any type between consecutive manholes by super suction machine through connecting manholes complete including men, machine and water as required including removal and refixing of manhole covers and removal of sludge/waste to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
Taking down existing PTMT/ SS grating for removal of blockage from floor/ Nahani traps including removal of white cement, complete all as specified and directed. Notes: (a) the work will be carried out on day to day complaint basic as recorded by the users in complaints register. The contractor/ rep of the contractor will collect the complaint slips from B&R complaint cell located near GE (AF) Chandigarh office by 9.00 AM and submit the compliance reports of the same each day by 1730 hrs after rectification failing which penal recovery @ Rs. 50.00 per complaint will be recovered from contractor's dues. (b) Urgent manpower for removal of blockage of any type may be required to be provided by the contractor in day or night (including on Sundays or holidays) on a short notice. If the contractor fails to provide manpower for the specific work, manpower for the same work will be hired from any other source for that urgent job by the department & shall be paid in full by the contractor without any extra cost to the department.
Removing blockage from water closet (Indian or European type), urinal, WHB, Floor/ Nahani trap, gully trap etc. including getting out solid/ liquid/ foreign matter/ mud to make the sewage waste/ sludge waste flow free upto first manhole and removing the same in the hygienic manner to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Notes: (a) The work will be carried out on day to day complaint basic as recorded by the users in complaints register. The contractor/ rep of the contractor will collect the complaint slips from B&R complaint cell located near CWE office Chandigarh office by 9.00 AM and submit the compliance reports of the same each day by 1730 hrs after rectification, failing which penal recovery @ Rs. 100.00 per complaint will be recovered from contractor's dues. (b) Urgent manpower for removal of blockage of any type may be required to be provided by the contractor in day or night (including on Sundays or holidays) on a short notice. If the contractor fails to provide manpower for the specific work, manpower for the same work will be hired from any other source for that urgent job by the department & shall be paid in full by the contractor without any extra cost to the department.
(c) Grating(s) removed during cleaning of blockage will be re-fixed in existing position with white/ grey cement after clearing of blockage from traps. (d) The contractor will ensure cleaning/ clearing of all the complaints (irrespective of No.) within 24 Hrs by deploying additional sewer man/ safaiwala if needed and Nothing extra will be paid on this account. (e) Contractor shall be solely responsible for supplying all the safety measures required by the sewer man/ safaiwalas during working hours. (f) All the waste material/ sludge shall be disposed off out of MoD land.
Cleaning of rain water harvesting pits by removing of broken bricks bats/ coarse aggregate of any shape and size from it and filling the same after cleaning of rain water harvesting pits and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land, complete all as specified and directed by Engineer-in-Charge.
Note : Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse.
M/S GOYAL ASSOCIATES (BID ID -3123569)
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