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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-AOC WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | ₹1.6 Cr | 1 | Accepted-AOC Being lowest tender |
| 2 | 2₹1.7 Cr+₹4.2 L (2.57%)Rejected-Finance | ₹1.7 Cr+₹4.2 L (2.57%) | 2 | Rejected-Finance not being lowest |
| 3 | 3₹1.8 Cr+₹14.1 L (8.74%)Rejected-Finance WZ 143 A 7A S 4 43 GALI NO 2 OLD MAHAVIR NAGAR NEW DELHI 110018 | WEST DELHI | DELHI | 110018 | ₹1.8 Cr+₹14.1 L (8.74%) | 3 | Rejected-Finance not being lowest |
| 4 | 4₹2.2 Cr+₹60.4 L (37.3%)Rejected-Finance | ₹2.2 Cr+₹60.4 L (37.3%) | 4 | Rejected-Finance not being lowest |
| 5 | 5₹2.3 Cr+₹72.2 L (44.6%)Rejected-Finance 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹2.3 Cr+₹72.2 L (44.6%) | 5 | Rejected-Finance not being lowest |
Tender Value
Refer Docs
EMD Value
₹2.8 L
Closing Date
12 Jun 2021, 6:00 pmClosed
CHIEF ENGINEER DELHI ZONE
HQ CHIEF ENGINEER DELHI ZONE, DELHI CANTT-10
ADDN/ALTERATION TO SEWAGE LINES AND ALLIED INFRASTRUCTURE AT ARJAN VIHAR UNDER GE (CENTRAL) DELHI CANTT-10
2021_MES_409187_2
CEDZ-40 of 2020-2021
Open Tender
Civil Works
Item Rate
180 days
DELHI CANTT
MES contractor enlisted in MES under class B cat a ii having deposited Standing Security of Rs 4.00 lakh with department. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category.
8 documents required · 8 mandatory
₹1,000
GE (Central) Delhi Cantt
₹2.8 L
Yes
25 Jun 2021
25 May 2021
14 Jun 2021
25 May 2021
12 Jun 2021
28 May 2021
Amount
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 and directed
Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in hard/Rock soil complete all as specified and directed
Excavation in trenches n exc 1.5m wide, exc 1.50m and not exe 3.00m in depth for foundation etc and getting out in hard/dense soil complete all as specified and directed
Excavation in trenches n exc 1.5m wide, exc 3.00m and not exe 4.50m in depth for foundation etc and getting out in hard/dense soil complete all as specified and directed
Excavation in trenches n exc 1.5m wide, exc 4.50m and not exe 6.00m in depth for foundation etc and getting out in hard /dense soil complete all as specified and directed
For Srl No 1 to 5 most of the excavation will be done manually and no extra cost will be paid to contractor separately for manhole excavation. If any UG cable, pipe 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 any type of soil complete all as specified and directed
Removing excavated material soil out of removing excavated material/soil out of MoD land as per NDMC/NGT guidelines all as specified and directed.
Excavation in trenches in any type of soil and getting out by using trenchless technology at any depth reqired at site by mechanical means and providing vertical support with suitable props to avoid collapse of earth, for inserting DWCPE(SN8) upto 250mm dia pipes of complete length, complete all as specified and directed . Note : The rate quoted by the deemed to include the entire items for excavation and setting out upto 250mm dia DWCPE(SN8) pipes of entire completion of work. The pipe shall be shall be measured under relevant item.
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) complete all as specified and directed
S&F DWCPE(SN8) 180mm(Outer Diametre of pipe)/163mm dia (Internal Dia) pipes and snap fit coupler incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified and directed
M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers laid (SN8) 200(OD)/175(ID) mm internal dia DWCPE pipes after they are laid and tested (thickness of concrete bed 100 mm) complete all as specified and directed
S&F DWCPE(SN8) 200mm (outer dia)/175mm (internal dia of) dia pipes and snap fit coupler incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified and directed Note for item No.13 and 15 ; The rate quoted by the contractor is deemed to include the entire fittings/ fixtures like Snap fit/ Push fit coupler with rubber ring/ gasket for joining DWCPE(SN8) pipe of any dia and no any extra shall be paid in this account.
M&L PCC 1 : 4 : 8 type D2 using 40mm graded stone aggregates as in foundation of manholes, posts etc complete all as specified and directed
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 and directed
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1 : 4 mixed with water proofing compound finished even and smooth without using extra cement complete all as specified and directed. (Note :- Water proofing compound shll be measure and paid separatelly).
M&L for 15mm thick rendering on other than fair faces of brick work in CM 1 : 6 finished even and smooth without using extra cement complete all as specified and directed
M&L for PCC 1 : 2 : 4 type B2 using 20mm graded aggregates as in surfaces channels and drains complete all as specified and directed
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stoped ends etc complete all as specified and directed
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
M&L for RCC 1:2:4 type B-1 (usind 20mm graded stone aggregate) as in landings, cover slab for manholes etc.water troughs, mangers and similar works with plain faces and set in CM 1 : 4 complete all as specified and directed
Demolition of brick work built in cement mortar incl all quoins, arches, pillars etc complete all as specified and directed
Supply only liquid water proofing compound complete all as specified and directed
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 100 mm dia pipes complete all as specified and directed
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 mm dia pipes ccomplete all as specified and directed
Taking down and refixing only chain link fencing incl line wire any mesh size any type to any type of standard rails,straining bolts etc including provision of binding wires etc complete all as specified and directed
S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. (each line wire to be measured) complete all as specified and directed
Restraining and resecuring incl making good Plain mild steel wire, galvanised or barbed wire, in fencing including restraining and fixing to wood, concrete or steel posts and/or to straining bolts, including securing with and provision of galvanised iron tying wire, galvanised iron staples or steel pins, etc. (each line of wire to be measured) complete all as specified and directed
M&L 100 mm thick PCC flooring 1:2:4 type B1 (using 20mm graded stone aggregate) finished even & smooth without using extra cement complete all as specified and directed
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 and directed
M&L for 50mm thick PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed
M&L for 22 to 25mm interlocking 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 complete all as specified and directed
M & L Machine pressed precast concrete rubber moulded interlocking coloured paver block any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 Grade including white cement with pigment and cement concrete 1:4:8 type D2 (40mm graded stone aggregate) as in sub base 75mm thick and 25 mm thick sand cushioning including demolition of existing flooring/hardstanding and disposing to debries etc complete all as specified and directed. Make Unistones/ Nitco/ Ultra Tiles.
S&F pre-cast concrete blocks for kerb stone with solid block exc 10 cm in width type C-1 , 1:3:6 ( using 20 mm graded stone aggregate) set in CM 1:6 of any shape and size as approved by Garrison Engineer, including necessary excavation and earth work including returning filling in the earth and removal of surplus earth from site if any, kerb stone shall be fixed in true line and level or in curves for edging of road side path including embedding PCC pre cast block in ground to any depths as required and tamping soil around PCC bloacks complete all as directed at site incl two coat of enamel paint over a coat of primer of kerb stone blocks complete all as specified and directed
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 complete all as specified and directed
Cutting and Felling of bushes of avg height 2.50 mtr including dressing and clearance of serviceable material and disposal of unserviceable material to a distance n. exc. 50m and clearing site complete all as specified and directed
M&L for 75mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) using Limestone, Sand stone, Flint or Quartzite, spread, rolled and consolidated to gradient and camber required including rolling by using mechanical power road roller of 8 to 12 tonne capacity complete all as specified and directed
M&L for Preparing unsurfaced water bound mecadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc all as specified.
M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at 10 kg per 10 sqm surfaces all as specified.
M&L for bituminous premixed asphaltic concrete 25mm consolidated thickness using paving bitumen any penetration 5.5% binder content by weight of total mix, spread by means of self propelled mechnacal spreader/paver, rolled and compacted to required camber and gradient by using mechanical power road roller 8 to 10 tonne capacity all as specified and directed.
Providing, fixing, jointing and testing in position the following dia of 60mm HDPE pipe conforming to IS-4984 (1995) and specials such as elbows, tees, unions, reducers, sockets. clamps, flanges and plugs including cutting hole in wall and making good the same in cement morter 1:2 (1 cement : 2 coarse sand) pipes in trenches. Fixing/ supporting the pipes by galvanized clamps, hangers etc, as per specification. (for flush riser) complete all as specified and directed
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 and set in CM 1 : 4 complete all as specified and directed
S & F for precast plastic fibre reinforced cement concrete Manhole cover including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 1000mmx500mm & 75 to 80mm thick complete all as specified and directed. Make :- Polycrete/SKF /Jain Spun pipe/Singhal Iron Foundry
S & F for precast plastic fibre reinforced cement concrete Manhole covers with frame medium duty of overall size 450mmx450mm & 50mm thick factory made complete all as specified and directed. Make :- Polycrete/SKF /Jain Spun pipe/Singhal Iron Foundry
S&F in repair Salt Glazed stone ware (SGSW) gullly traps square or round mouthed type size 150x150 mm 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 including excavation, returning filling removal of surplus soil and PCC bedding and haunching in below ground level bore of pipe 100 mm complete all as specified and directed
S&F 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.
S&F valves sluice for HDPE pipe flanged of class 16 PN to suit 60 mm HPDE pipe.
S&F 2.5 KW pump with minimum flushing discharge of 3.0 LPS as complete all as specified and directed.
Bhasin Construction Co
M/S Sunil Steel Works
pooja construction
M/S ANIL KUMAR
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