Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹21.5 LAccepted-AOC D 55 HAKIKAT RAI RD ADARSH NAGAR DELHI 33 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹24.8 L+₹2.9 L (13.2%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹25.0 L+₹3.1 L (14.1%)Rejected-Finance | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹25.8 L+₹3.9 L (17.9%)Rejected-Finance | L-4 | Rejected-Finance L-4 | |
| 5 | L-5₹26.4 L+₹4.5 L (20.4%)Rejected-Finance | L-5 | Rejected-Finance L-5 |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
4 Sept 2024, 6:00 pmClosed
GE (AF) FARIDABAD
GE (AF) FARIDABAD
REPAIR TO FLOORING/ PLASTERING, TILLING, STATIC WATER TANK, FENCING, SEWAGE LINE, MANHOLE, SEPTIC TANK, SOAKAGE WELL AND OTHER CONNECTED REPAIRS AT AF STN DADRI UNDER AOR OF GE (AF) FARIDABAD
2024_MES_664634_1
GE (FBD)/AF-25/2024-2025
Open Tender
Civil Works
Item Rate
180 days
Dadri
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) FARIDABAD
₹94,000
Yes
10 Dec 2024
8 Jul 2024
6 Sept 2024
8 Jul 2024
4 Sept 2024
22 Jul 2024
8 Jul 2024 - 13 Jul 2024
Amount
Cleaning of pipe drains by jet mechine 100mm internal dia drain pipe upto 1.50 m in depth and removal of sludge/silt/liquid/mud and sand (in foul position) etc out side the MOD land including testing of drains by filling the pipes with water complete all as specified and directed by Engineer-in-Charge.
All as per item No 01 above but exceeding 1m and not exceeding 2m in depth
Cleaning of manhole by mechanical scrappers exceeding 0.5 m and not exceeding 2 m depth and removal of sludge silt/liquid/ mud/sand/water etc in foul position to out side the MOD land complete all as specified and directed by Engineer-in-Charge.
Dewatering/desilting of septic tanks,soak wells etc cleaning of all sludge,silt residue of both organic and inorganic nature by mechnical scrappers etc and disposal of the same outside the defence land incl dumping the material to any depth complete all as specified and directed by Engineer-in-Charge.
Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing ),and removing rubbish off the premises complete all as specified and directed by Engineer-in-Charge.
M&L, First quality glazed ceramic coloured tiles of (450x300mm) x 7 mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles complete all as specified and directed by Engineer-in-Charge.
M&L, First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 Sq.m but not exceeding 0.11 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 cement with pigment to match the shade of tiles complete all as specified and directed by Engineer-in-Charge.
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, including removal of rubbish outside MoD land complete all as specified and directed by Engineer-in-Charge.
M&L for Rendering,15 mm thick, in two coats, 1st coat 10 mm thick layer & 2nd coat 5 mm thick mixed with water proofing compound @ 3% by weight of cement in cement mortar 1:4 over brick or concrete surfaces, finished fair and even without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note:- Integral water proofing compound shall be measured and paid separately , WPC will be added in 2nd layer of 5 mm thick.
M&L for Preparation of new plastered wall surfaces and applying two coats of cement base paint, complete all as specified and directed by Engineer-in-Charge.
Supply only integral water proofing compound conforming to IS-2645-1975 complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work built in cement mortar including all quoins, arches , pillars etc but excluding precast concrete articles complete all as specified and directed by Engineer-in-Charge.
M & L, Brick work with sub class 'B' bricks, straight or curved on plan not exc 6 m mean radius built in cement mortar 1:6 , complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete unreinforced in groundfloors and pavings not exc 15cm thickness below or above ground level etc complete all as specified and directed by Engineer-in-Charge
M&L 100 mm thick PCC 1:4:8 type D-2 (using 40mm grade stone aggregate) as in Sub floors,Sub bases ,flooring etc complete all as specified and directed by Engineer-in-Charge
M & L for Machine pressed precast concrete interlocking paver block any shape and size with grey cement and coloured pigment confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade over 25mm thick coarse sand complete all as specified and directed by Engineer-in-Charge. Note: Sand shall be measured and paid separately.
M&L for Sand filling under floors or in foundation including watering and consolidating complete all as specified and directed by Engineer-in-Charge
M&L for 75 mm thick PCC type C-2 1:3:6 ( 40 mm graded stone agg ) as in plinth protection finished the surface even & smooth w/o using extra cement laid in panels etc complete all as specified and directed by Engineer-in-Charge
M&L for 55mm thick as in flooring, plain cement concrete 1:2:4 type B-1(20mm graded stone aggregate) finished even & smooth without using extra cement laid in panels complete all as specified and directed by Engineer-in-Charge.
Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 100 mm complete all as specified and directed by Engineer-in-Charge.
All as per item No 20 above but bore of pipe 150 mm
S&F 110 mm PVC (SWR ) , pipes single socketd , in any length with rubber ring joints , laid in trenches or in floor complete all as specified and directed by Engineer-in-Charge.
S & F RCC Class NP 3, 150 mm bore pipes laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.
M&L concrete bed to 100 mm bore drain pipes in cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregates including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge.
All as per item No 24 above but bore of pipe 150 mm
Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50 m in depth for manholes & sewage lines and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed by Engineer-in-Charge.
Removing excavated materials to a distance not exceeding 50 Mtr and depositing where directed at a level not exceeding 1.5 Mtr above the starting point complete all as specified and directed by Engineer-in-Charge.
M&L PCC 1:2:4 type B2 using 40mm graded stone aggregate as in surface channels and drains & benching of manholes and finishing even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for providing cement concrete 1:2:4, type B1, using 20 mm graded stone aggregates as in coping incl necessary formwork complete all as specified and directed by Engineer-in-Charge.
Cutting into existing manholes for connecting new drains, making good to pipes and rendering, cutting out existing benching for & 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, Internal dia of pipe 150mm complete all as specified and directed by Engineer-in-Charge.
Cutting into existing manholes for connecting new drains, making good to pipes and rendering, cutting out existing benching for & 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, Internal dia of pipe 100mm complete all as specified and directed by Engineer-in-Charge
S& F in repair 15 mm bore, Ball PTMT valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule complete all as specified and directed by Engineer-in-Charge
S&F in repair 20 mm bore, Ball PTMT valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule complete all as specified and directed by Engineer-in-Charge
Demolition of reinforced cement Concrete of any description and in any position not otherwise specifically provided as in cover slab for manholes etc complete all as specified and directed by Engineer-in-Charge.
M&L for pre-cast reinforcement cement concrete (1:2:4) Type B-1, using 20 mm graded stone aggregate as in cover slab for manholes etc.and set in CM 1:6, including form work. complete all as specified and directed by Engineer-in-Charge.
M&L for Mild steel TMT bars 6 to 8 mm 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 0.9 mm dia., or securing with dips icl, anchoring and welding at places as directed quilety conforming to IS complete all as specified and directed by Engineer-in-Charge.
Demolition of tiles/ Interlocking tiles laid dry or laid dry and pointed of any description or thickness in floors, aprons, etc complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in sub base complete all as specified and directed by Engineer-in-Charge.
M&L machine pressed Chequered cement concrete tiles 30 cm x 30 cm x 25 mm thick, set jointed and pointed in neat cement slurry with grey cement and pigment over and including 15 mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
M&L for 100 mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregate as in floor topping of hard standing finished even and smooth without using extra cement (PCC shall be laid in alternate bays in panels) complete all as specified and directed by Engineer-in-Charge.
M&L, Rendering 12 mm thick in cement mortar (1:6) on fair faces of brick works or concrete surfaces , finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L, Rendering 5 mm thick on RCC ceiling surfaces in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for Preparation of new surfaces of ceiling,chajja etc and applying three coats of white wash, complete all as specified and directed by Engineer-in-Charge.
M&L for Preparation of new plastered or un plastered wall surfaces of any description and applying two coats of oil bound distemper over a coat of Chalk whitening complete all as specified and directed by Engineer-in-Charge.
Supply & fix in repairs , stainless steel Plate Rack of best quality, made out of 0.80 mm thick stainless steel sheet , of size 90 cm x 60 cm x 25 cm with all internal fittings of appoved make complete all as specified and directed by Engineer-in-Charge.
Taking up or down 15 mm bore steel tubing with connections or fittings from wall, ceiling and floor etc., including cutting/chasing in wall/floor and removal from site, complete all as specified and directed by Engineer-in-Charge.
Taking up or down 20 mm bore steel tubing with connections or fittings from wall, ceiling and floor etc., including cutting/chasing in wall/floor and removal from site, complete all as specified and directed by the Engineer in Charge.
S&F, Steel water tubes, 20 mm bore medium grade, galvanized with all fittings and fixed to walls, ceiling or laid in floors, complete all as specified and directed by Engineer-in-Charge.
S&F 20 mm bore ,CPVC medium grade , with all fittings (like Elbow , Tee, Socket, GI pipe connecter, nipples, tank adaptor etc) and fixed complete to walls and ceilings or laid in floors or concealed, complete all as specified and directed by Engineer-in-Charge.
S&F, Stop valve/ Angle valve 15 mm dia, Chromium plated brass, screwed down high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repair , complete all as specified and directed by Engineer-in-Charge.
S&F, Stop valve/ Angle valve 15 mm dia, PTMT, screwed down high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repair complete all as specified and directed by Engineer-in-Charge.
S&F, Pillar taps, 15 mm bore Chromium plated brass, fancy type, with capstan heads, screwed down high pressure, with or without lettered Hot or Cold with long screwed shanks and fly nuts, screwed for iron pipe fixed as in repair, complete all as specified and directed by Engineer-in-Charge.
S&F, Bib taps, Chromium plated brass, 15 mm bore dia, screwed for iron pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.
S&F, Bib tap standard of PTMT ,15 mm bore dia of any colour high pressure screwed for iron pipe and fixed as in repair (minimum weight 90gms) ,complete all as specified and directed by Engineer-in-Charge.
S&F, Chromium plated brass shower rose 125 mm bore of rim with swivel joint fixed as in repairs , complete all as specified and directed by Engineer-in-Charge
S&F, Wash basins, vitreous china, white, flat back of size 550x400 mm including brackets and cutting for and pinning in ends of brackets or erecting stand 32 mm dia waste fittings, brass, chromium plated with long screwed shanks and fly nuts and including new brackets fixed as in repair complete all as specified and directed by Engineer-in-Charge.
S&F Vitreous china squatting pan Orissa pattern size 580x440 mm white with integral foot rest (exclusive flusing cistern& flush pipe) including cast iron 'P' or 'S' trap of 100 mm bore pipe fixed in PCC 1:2:4 type B-2 and necessary lime concrete, fixed as in repairs, including making good the surface to match with existing floor finish complete all as specified and directed by Engineer-in-Charge.
S&F, 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 in repair complete all as specified and directed by Engineer-in-Charge.
S&F, PVC connection of PTMT ,non corrosive with nuts and washers on both ends, 450 mm long suitable for 15 mm bore fixed in repair complete all as specified and directed by Engineer-in-Charge.
S&F in repair ,15 mm bore, Brass CP mixer for wall for mixing hot & cold water screwed down for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
S&F in repair ,Vitreous china bowl urinal flat back, size 465X355X265 mm white (minimum), with grating and union for discharge pipe(excluding flushing cistern,flush pipe),but including waste pipe, complete all as specified and directed.
S&F in repair, Sheet glass shelf assembly consisting of 5.5 mm thick sheet glass shelf 12 cm wide with chromium plated bracket guard and railing 60 cm long, complete all as specified and directed.
S&F in repair, Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified and directed.
Dismantling existing water storage tanks exc 250 litres but n.exc 500 litres capacity by disconnecting existing water connection and removal from site , complete all as specified and directed by Engineer-in-Charge
S&F, Rotational moulded PVC, tripple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve complete all as specified and directed by Engineer-in-Charge.
M/S Yamin (BID ID -3071412)
36SHRI RADHEY ASSOCIATES (BID ID -3076650)
M/s Kanha Enterprise (BID ID -3083196)
MAA BHAWANI CONSTRUCTION (BID ID -3075748)
Shree Ganpati Enterprises (BID ID -3076007)
yash kumar and co (BID ID -3081982)
NAVEEN KUMAR TYAGI (BID ID -3082379)
J S CONSTRUCTION CO (BID ID -3082673)
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .