Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.5 LAccepted-AOC WZ 143 A 7A S 4 43 GALI NO 2 OLD MAHAVIR NAGAR NEW DELHI 110018 | WEST DELHI | DELHI | 110018 | L1 | Accepted-AOC QUOTED AMOUNT IS REASONABLE | |
| 2 | L2₹58.5 L+₹6.1 L (11.7%)Rejected-Finance 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹59.6 L+₹7.2 L (13.8%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹65.8 L+₹13.5 L (25.7%)Rejected-Finance 1 225 5 6 SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹66.5 L+₹14.1 L (26.9%)Rejected-Finance WZ 199 LAJWANTI GARDEN GALI NO 4 NEW DELHI 110046 | NEW DELHI | DELHI | 110046 | L5 | Rejected-Finance OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | M/S ANIL KUMAR L2 | M/s M M BAHL L3 | M P TYAGI ENGINEERS AND CONTRACTORS L4 | M/S MSD & Associate L5 | M/S Sunil Steel Works L1 | M/S Parshant Associates L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (Un reinforced) in ground floors n.exc 15cm thick (above or below grnd level) complete all as specified | 18.75 | Cum | 125 ₹2,343.75 | 120 ₹2,250 Lowest | 299 ₹5,606.25 | 207 ₹3,881.25 | 150 ₹2,812.5 | 300 ₹5,625 |
| 2.00 | M&L for PCC( 1:2:4 ) type B-0 using 20mm graded stone as in padding on roof correction of slope and roof kerbs all as specified and directed. | 18.75 | Cum | 4,155 ₹77,906.25 | 500 ₹9,375 Lowest | 2,999 ₹56,231.25 | 3,800 ₹71,250 | 3,000 ₹56,250 | 3,900 ₹73,125 |
| 3.00 | M&l for Cleaning the entire area first by broom, chipping unwanted area using chisel and hammer, cleaning/ smoothening by wire brush, washing the entire surface using waterjet and finally by broom and airjet and applying 15mm average thickness plasetring in single layer and finishing with trowel with a bond coat: SBR polymer (@ 10% of cement weight and applying one layer of cement and Nushar make CCP mix in the ratio Cement:CCP:Water::1:1:0.2 and mixing it thoroughly using electric mixer coating to be done atleast 1’ longitudinally to secure edges and Filling all visible cracks using Nushar crack pack master/ Nushar make Cladofix. Laying 66 gsm non woven fiber along with 2nd and 3rd coat of CCP mix and cement mixture as in step 2 . Filling overlapping joints using Nushar make Master adhesive. Apply 1st coat of Nushar make Polymembrane coat using brush across the area. After curing of above layer apply second coat of Polymembrane coat. Apply 1st coat of Nushar make Nano top coat. Ponding test to be done by filling atleast ½” water in the entire area. Removing the water after the test is successfully completed. Apply 2nd layer of Nushar make Nano top coat to finish the work all as spd and directed by Engr -in-charge. | 750 | Sqm | 659 ₹4,94,250 | 1,200 ₹9,00,000 | 999 ₹7,49,250 | 580 ₹4,35,000 Lowest | 950 ₹7,12,500 | 1,400 ₹10,50,000 |
| 4.00 | M&L for cleaning/taking out sludge/mud/silt from manhole of any size and capacity manual or mechanically including dewatering when ordered including removing of sludge/mud/silt to distance n. exc 250 mtr from starting point and buried in pits by making necessary excavation for filling of sludge and covering by earth on top all as specified and directed by Engineer-in-Charge.(Sludge/mud/silt including water shall be measured before taking out from manholes ) Note: All T&P and pumping set shall be provided by the contractor. | 400 | Cum | 179 ₹71,600 | 49 ₹19,600 Lowest | 49 ₹19,600 Lowest | 360 ₹1,44,000 | 120 ₹48,000 | 1,000 ₹4,00,000 |
| 5.00 | M&L for cleaning of sewage pipe line 100 MM internal dia by roding from manhole to manhole flushing with water cleaning all as directed by Engineer-in-Charge. | 2,000 | Rm | 19 ₹38,000 | 5 ₹10,000 Lowest | 9 ₹18,000 | 13 ₹26,000 | 9 ₹18,000 | 20 ₹40,000 |
| 6.00 | M&L for cleaning of sewage pipe line 150MM internal dia by roding from manhole to manhole flushing with water cleaning all as directed by Engineer-in-Charge. | 4,000 | Rm | 23 ₹92,000 | 5.5 ₹22,000 Lowest | 19 ₹76,000 | 16 ₹64,000 | 10 ₹40,000 | 30 ₹1,20,000 |
| 7.00 | M&L for cleaning of sewage pipe line 200MM internal dia by roding from manhole to manhole flushing with water cleaning all as directed by Engineer-in-Charge. | 4,000 | Rm | 23 ₹92,000 | 6.5 ₹26,000 Lowest | 19 ₹76,000 | 23 ₹92,000 | 11 ₹44,000 | 40 ₹1,60,000 |
| 8.00 | M&L removing of blockage from WC/floor trap/Nahani upto 1st manhole all as directed by Engineer –in-Charge
NOTE:- contractor will depute 04 persons of Safaiwala's and will report to JE(civil) to note the complaint during working hours and complaint shell be rectified with in 24 hours than double the quoted rate will be recovered. | 1,000 | Each | 25 ₹25,000 | 8 ₹8,000 Lowest | 49 ₹49,000 | 55 ₹55,000 | 10 ₹10,000 | 100 ₹1,00,000 |
| 9.00 | Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in Hard dense Soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor | 10 | CUM | 115 ₹1,150 Lowest | 350 ₹3,500 | 149 ₹1,490 | 230 ₹2,300 | 150 ₹1,500 | 400 ₹4,000 |
| 10.00 | Excavation in trenches inany type of Hard dense soil not exc 1.5m wide and exc 1.50 mtr but not exc 3.00 mtr in depth for foundation etc and getting out in hard dense soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor | 10 | CUM | 199 ₹1,990 Lowest | 380 ₹3,800 | 199 ₹1,990 Lowest | 340 ₹3,400 | 250 ₹2,500 | 500 ₹5,000 |
Tender Value
₹1 Cr
EMD Value
₹1.8 L
Closing Date
9 Sept 2025, 6:00 pmClosed
CWE DELHI CANTT
HQ CWE DELHI CANTT 110010
REPAIR TO EXTERNAL DRAIN CULVERT FENCING BDY WALL HARD STANDING IN COMMON AREA AND MISC WORK AT 105 TA 202 CEDU 1883 CERM BTY KANDHAR LINE TRANSIT OFFR ACCN GE OFFICE RR COLONY TRG AREA DK-I AND DK-II IN THE AREA OF AGE B/R-I UNDER GE (CENTRAL) DELHI
2025_MES_724609_1
CWE/D-43/2025-26
Open Tender
Civil Works
Item Rate
180 days
DELHI CANTT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE CENTRAL DELHI CANTT
₹1.8 L
Yes
19 Jan 2026
5 Aug 2025
10 Sept 2025
5 Aug 2025
9 Sept 2025
26 Aug 2025
Amount
Demolition of cement concrete (Un reinforced) in ground floors n.exc 15cm thick (above or below grnd level) complete all as specified
M&L for PCC( 1:2:4 ) type B-0 using 20mm graded stone as in padding on roof correction of slope and roof kerbs all as specified and directed.
M&l for Cleaning the entire area first by broom, chipping unwanted area using chisel and hammer, cleaning/ smoothening by wire brush, washing the entire surface using waterjet and finally by broom and airjet and applying 15mm average thickness plasetring in single layer and finishing with trowel with a bond coat: SBR polymer (@ 10% of cement weight and applying one layer of cement and Nushar make CCP mix in the ratio Cement:CCP:Water::1:1:0.2 and mixing it thoroughly using electric mixer coating to be done atleast 1’ longitudinally to secure edges and Filling all visible cracks using Nushar crack pack master/ Nushar make Cladofix. Laying 66 gsm non woven fiber along with 2nd and 3rd coat of CCP mix and cement mixture as in step 2 . Filling overlapping joints using Nushar make Master adhesive. Apply 1st coat of Nushar make Polymembrane coat using brush across the area. After curing of above layer apply second coat of Polymembrane coat. Apply 1st coat of Nushar make Nano top coat. Ponding test to be done by filling atleast ½” water in the entire area. Removing the water after the test is successfully completed. Apply 2nd layer of Nushar make Nano top coat to finish the work all as spd and directed by Engr -in-charge.
M&L for cleaning/taking out sludge/mud/silt from manhole of any size and capacity manual or mechanically including dewatering when ordered including removing of sludge/mud/silt to distance n. exc 250 mtr from starting point and buried in pits by making necessary excavation for filling of sludge and covering by earth on top all as specified and directed by Engineer-in-Charge.(Sludge/mud/silt including water shall be measured before taking out from manholes ) Note: All T&P and pumping set shall be provided by the contractor.
M&L for cleaning of sewage pipe line 100 MM internal dia by roding from manhole to manhole flushing with water cleaning all as directed by Engineer-in-Charge.
M&L for cleaning of sewage pipe line 150MM internal dia by roding from manhole to manhole flushing with water cleaning all as directed by Engineer-in-Charge.
M&L for cleaning of sewage pipe line 200MM internal dia by roding from manhole to manhole flushing with water cleaning all as directed by Engineer-in-Charge.
M&L removing of blockage from WC/floor trap/Nahani upto 1st manhole all as directed by Engineer –in-Charge NOTE:- contractor will depute 04 persons of Safaiwala's and will report to JE(civil) to note the complaint during working hours and complaint shell be rectified with in 24 hours than double the quoted rate will be recovered.
Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in Hard dense Soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor
Excavation in trenches inany type of Hard dense soil not exc 1.5m wide and exc 1.50 mtr but not exc 3.00 mtr in depth for foundation etc and getting out in hard dense soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor
Excavation in trenches in any type of Hard dense soil not exc 1.5m wide and exc 1.50 mtr but not exc 4.50 mtr in depth for foundation etc and getting out in hard dense soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor
Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose/disintegrated soil or rocks complete all as specified.
Removing excavated materials to a distance exc 1.50 Km but not exc 5 Km outside defence land and depositing where directed.
M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers laid (SN8) 180(OD)/163(ID) mm internal dia DWCPE pipes after they are laid and tested complete all as specified (thickness of concrete bed 100 mm).
S&F DWCPE(SN8) 180(OD)/163(ID) mm dia pipes and Snap fit/ Push fit coupler with rubber ring/ gasket for joining incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified.
M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers laid DWCPE(SN8) 200(OD)/175(ID) pipes after they are laid and tested complete all as specified (thickness of concrete bed 150mm).
S&F DWCPE(SN8) 200(OD)/175(ID) mm dia pipes and Snap fit/ Push fit coupler with rubber ring/ gasket for joining incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified.
M&L PCC 1 : 4 : 8 type D2 using 40mm graded stone aggregates as in foundation of manholes, posts etc complete all as specified.
Demolition of brick work built in cement mortar incl all quoins, arches, pillars etc Complete all as specified.
M&L for brick work with sub class 'B' bricks old size bricks strainght or curved on plan exc 6m mean radius built in CM 1 : 4 complete all as specified.
ditto as per item no 20 but except brick
M&L for PCC 1 : 2 : 4 type B2 using 20mm graded aggregates as in surfaces channels and drains complete all as specified.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stoped ends etc complete all as specified.
M&L Mild steel Round/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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as set in CM 1:4
M&L Providing pre cast RCC type B1 20mm graded aggregate 1:2:4 in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces
Demolition and breaking up drain pipes of 200mm dia (Salt glazed ware, AC or Reinforced concrete, DWCPE) set in cement mortar
Demolition and breaking up drain pipes of 150mm dia (Salt glazed ware, AC or Reinforced concrete, DWCPE) set in cement mortar
Cutting into existing manholes for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 or 3/4 section ) in cement concrete 1 : 2 : 4 type B1 finished smooth and reforming benching as required for 150 & 200 MM mm dia pipes complete all as specified.
M & L for 75 mm thick cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in plinth protection laid in bays & surfaces finished fair and even without using extra cement, complete all as specified.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for
Cutting and Felling of trees, bamboos, n exc. 30 cm girth including cutting of trunk and branches and stacking of serviceable material and disposal of unserviceable material to a distance n exc. 50m and clearing site ®
M&L for providing cement concrete coping with plain fair faces incl chamferes, weathering, throating etc type B1, 1 : 2 : 4 using 20mm graded aggregate all as specified.
Taking down eaves gutters and rainwater pipes (any size orpattern), including all fittings,h eads, shoes, bends, swan-necks,etc., including cleaning or re fixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories
S&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.
Supply and fix in replacement of broken cast iron (sand cast) soil, waste and vent pipes in any length, with or without ears, with cement joints, laid in trenches bore of pipe 100mm complete all as specified and directed.
Supply and fix in repair cast iron Bends (sand cast) (any radius), diminishing pieces or tapers soil/waste pipes 100mm bore with or without duck's foot or heel rest in any length (larger bore measured) complete all as specified and directed.
Dismantling floor, hearth or wall tiling incl cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete.
M&L for machine pressed precast concrete interlocking paver block with gray cement and pigment, any shape and size confirming to IS- 15658 -2006 of 60mm thickness, and including 20mm thick layer of sand complete all as specified and directed.
S&F Exterior Chequered cement concrete colour tiles 300cm X 300cm x 9-10mm thick set, jointed and pointed in neat cement slurry in floors with grey cement and pigments incl 15 mm thick screed bed or bedding layer for laying floor finishes of tiles CM 1:6 Complete all as specified and directed by Engineer-in-Charge.
M&L for 100mm thick PCC (1:4:8) Ty D2 as in sub base over rammed earth.
M&L for 50mm thick PCC 1:3:6 type C2 using 20mm graded stone agg as in sub base complete all as specified..
M&L for 300cm X 300cm x 22 to 25mm chequered ultra tiles over 15 mm thick screed bed in cm 1:6 and jointed and pointed in white cement mixed with pigment to match the shade of tiles of flooring all as directed.
S & F in replacement for precast fibre reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 1000mmx500mmx80mm omplete all as specified and as directed.
S & F in replacement for precast plastic fibre reinforced cement concrete Manhole covers with frame medium duty of overall size 450mmx450mmx50mm factory made all as specified and directed by Engineer-in-Charge.
S & F in replacement for precast fibre reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 900mmx900mmx80mm omplete all as specified and as directed.
Dismantling fencing wire mesh, any type
Dismantling wrought iron or mild steel work of any description not otherwise provided for roof trusses and purlins complete all as specified and as directed.
S&F mild steel as in hand rail, balusters, noising to steps, post and struts in fencing including cutting tops to shape as directed, driliing holes, notching for wire, drilling, bolting or riveting etc, conforming to Fe-290, Gde-E-165 including two coats of synthetic enamel paint over a coat of red oxide primer compete all as specified and as directed by Engineer-in-charge.
Supply only 3.15 mm dia galvanised steel chain link fencing, 75x75 mm mesh, made up to into mattrsses or cages, lapped, wired a all as specified.
Fixing only chain link fencing including line wires any mesh, size and type to any to any type of standard, rail, straining bolts, etc provn of winding wire all as specified.
M&L Mild steel Round 10mm dia conforming to FE-410-W (Gde-E-250) qualility A or FE-290 (Gde E-165) for use in chain link fencing as wind tie all as specified.
Mild steel screw bolts (machine made) with hexagonal or square heads at one end screwed the other, the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt not exceeding 30cm and dia of neack exc 12mm but not exc 20mm complete all as specified and as directed by Engineer-in-charge.
Taking down cement plaster, terrazzo dado in any thickness from brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc including removal of rubbish,vegitation outside complex (MOD land), complete all as specified.
M&L for rendering 15mm thick in CM 1:4 on brick work or concrete surfaces, man holes firnished fair and even without using extra cement .
M&L for rendering 15mm thick in CM 1:6 on other than fair faces of brick work or concrete surfaces of walls,man holes firnished fair & even .
M&L for preparation of newly plastered surfaces of walls and providing and applying putty of 1 mm thickness over plastered surface to prepare the surface even and smooth and finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified as directed by Engr-in-charge.
S&F Steel work in tubular trusses or frame, including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240, complete all as specified and directed
ditto- item No 57 but refixing any incl all necessary work.
Dismantling corrugated steel sheeting, any gauge, thickness complete all as specified and as directed.
S &F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall , fixed with self tapping screws as specified
Painting to steel surfaces of any description over 10cm in width /grith with two coats of synthetic enamel paint over one coat of red oxide primer incl. prepartion of new steel surfaces
M/S ANIL KUMAR (BID ID -3410707)
M/s M M BAHL (BID ID -3413632)
M P TYAGI ENGINEERS AND CONTRACTORS (BID ID -3413551)
M/S MSD & Associate (BID ID -3420659)
M/S Parshant Associates (BID ID -3414429)
stage.html
html • 0.06 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 .