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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L₹28.9 LAccepted-AOC | L | Accepted-AOC Being lowest | |
| 2 | L2₹33.0 LRejected-Finance 2 B KRISHNA NAGAR AMBALA CANTT | AMBALA | HARYANA | 133001 | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹33.6 LRejected-Finance | L3 | Rejected-Finance Being other than lowest | |
| 4 | L4₹39.0 LRejected-Finance | L4 | Rejected-Finance Being other than lowest |
Tender Value
Refer Docs
EMD Value
₹70,000
Closing Date
4 Feb 2021, 6:00 pmClosed
GE Chandigarh
GE Chandigarh
REPAIR TO PATHS, BERMS, PARAPETS, DRAIN, RETAINING WALLS ETC. AT MIL STN NAHAN UNDER GE CHANDIGARH.
2021_MES_412619_1
GE/CHD-59/2020-21
Open Tender
Civil Works
Item Rate
270 days
Nahan GE Chandigarh
Class D Cat a i
7 documents required · 7 mandatory
₹500
GE Chandigarh
₹70,000
Yes
26 Feb 2021
14 Jan 2021
6 Feb 2021
14 Jan 2021
4 Feb 2021
23 Jan 2021
15 Jan 2021 - 19 Jan 2021
Amount
Demolitioin of cement conc in ground floors and pavings n.exc 15cms thickness (below or above GL) all as specified and as directed.
Demolition of existing cement concrete (reinforced) of any type and in any position not otherwise specifically provided for incl cutting of reinforcement steel for faclitating demolition all as specified and as directed.
M & L 75 mm thick Cement concrete type D2,1:4:8 (40mm graded crushed stone aggregate) as in sub base,path,floor, hardstanding complete all as specified and as directed.
M&L stone walling built in CM 1:6 of random rubble uncoursed, well bonded, dolidly hearted built in retaining walls, abutment and sililar work all as specified and as directed.
M&L stone walling built in CM 1:6 of random rubble uncoursed, well bonded, dolidly hearted built in retaining walls, abutment and sililar work but except stones. (Stone received from item No-07 wii be reused)
Flush pointing to random rubble, uncoursed or brought up to coursed CM 1:4 all as specified and as directed.
Demolition of brickwork or stone/boulder masonary, built in lime mortar including quoins arches, pillers etc, but excluding ashlar facings, dressed stone work and precast concrete article built in cement mortar or cement lime mortar all as specified and as directed.
M&L providing for PCC 1:3:6 Type C-1 using 20mm graded crushed stone aggrgate as in coping ,apex stone all as specified and as directed.
M&L for cement concrete in surface channels and drains in cement concrete 1:2:4 type B1 using 20 mm graded crushed stone aggregate all as specified and as directed.
Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.all as specified and as directed.
Sand filling under floors or in foundations including watering and consolidation all as specified and as directed.
Machine pressed precast conctete coloured interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade (ISI Marked) all as specified and as directed.
All as per item No 12.00 above but 60 mm thickness of M-35 Gde (ISI Marked)
Providing cement concrete Type B1 1:2:4 (20mm graded crushed stone aggregate) kerbs or mut stops, rounded or chamfered on edges all as specified and as directed.
M & L Brick work with subclass B bricks straight or curved on plan to any radius in half brick walls built in CM 1:4 all as specified and as directed.
M & L 15mm thick rendering (1:4) on fair faces of brick work or concrete surfaces finished even and fair all as specified and as directed.
M & L Brick work with subclass B bricks straight or curved on plan exc 6mm mean radius built in CM 1:6 all as specified and as directed.
M&L Chequered cement concrete tiles 20cmx20cmx25cm thick with gre cement and pigment, set jointed and pointed in neat cement slurry in floors.including 15mm thick screed bed (1:4) all as specified and as directed.
M&L RCC M-25 Design mix, using 20mm graded trap stone aggregate for concrete as in foundation, rafts, footings, plinth beams, bases of columns etc., complete all as specified and as directed.
M&L RCC M-25 Design mix, using 20mm graded trap stone aggregate for concrete as in walls, retaining walls, Parapet walls, basement walls, ballast walls and the like, any thickness, above top of footing including attached pilaster and buttresses etc., complete all as specified and as directed.
M&L TMT bars 10mm dia and over cut to length , bent to shape required including , cranking hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips complete.
Excavation over areas in hard/dense soil and getting out complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in hard/dense soil all as specified and as directed.
M&L rough excavation over areas n exc 1.5m deep and getting out as in any type of soils all as specified and as directed.
Forming embankments including raising (or lowering) earth spreading in layer n exc 30cm thick watering, ramming/rolling and finishing to required size shape etc n exc 1.5m high from the base all as specified and as directed.
All as per item No 25.00 above but exc 1.50m n exc 3.00m high from the base
All as per item No 25.00 but exc 3.00m n exc 4.50m high from the base
All as per item No 25.00 but exc 4.50m n exc 6.00m high from the base
M&L for removing surplus excavated material exc 1.50m but n exc 5.00km and depositing where directed all as specified and as directed.
M&L for cutting into RCC slab for making 200mm x200m size hole about 10cm deep, fixing railing parapet balusters with welding with existing reinforcement and refilling the hole with concrete 1:1.5:3 using 20mm graded crushed stone aggregate complete all as specified and as directed by Engr-in-Charge.
M&Lcement concrete 1:2:4 type B2 (40 mm graded crushed stone aggregate ) in foundation filling and mass concrete for retaining walls, posts etc. all as specified and as directed.
Formwork to sides of concrete foundations, footings, base of columns, raft and raft beams, plinth beams, vertical, finished rough complete all as specified and as directed.
Formwork to faces of walls, retaining walls, abutments, parapets and stair case railing and similar works incl attached pillaster, buttresses, vertical or batter, finished rough complete all as specified and as directed.
M&L broken stone or boulders hand packing (any thckness) at back of walls over arches etc and raising/lowering to the required level.
S & F 110 mm PVC SWR Pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors all as specified and as directed.
S & F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 all as specified and as directed.
M&L for Preparation & painting the new steel surfaces over 10 cm in width or girth with two coats of synthetic enamel paint over one coat of primer all as specified and as directed.
M&L for PCC 1:2:4 type B1 (using 20mm graded stone crushed stone aggregate) as in floors including finishing even and smooth incl making impression on freshly laid concrete when it is green all as specified and as directed.
S&F hard drawn steel wire fabric n exc 4.0 Kg/ Sqm cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia or welding with railing frame etc complete all as specified and as directed.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, as in hard/dense soil all as specified and as directed.
Dismantling of posts or structs (wood, steel or RCC) any section, including taking out embeded portion in concrete, brick work, masonary etc and making good distrurbed area all as specified and as directed.
All as per item No 41.00 above but posts embedded in ground.
S&F for hand rails, half round or other stock section or core for wooden hand rail straight protion , drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as direced, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 all as specified and as directed.
All as per item No 43.00 above but fixing only (Old posts obtained from item No 41 & 42 above)
M&L for preparation for old steel surface of any description over 10cm in width or girth not other wise described applying one coat of synthetic enemel paint complete all as specified.
Taking down old fencing any type all as specified and as directed.
Dismantling of mild steel work of any descripdtion all as specified and as directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire all as specified and as directed.
Supply only chain link MS galvanisd fencing, any size or type
M&L for 300mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collors all as directed by Engr-in-Charge.
M&L for Cement concrete (1:3:6) type C2 using 40mm graded crushed stone aggregate as in bed to drain pipes 300mm bore including packing under and haunching against the sides of pipes after laying and testing complete all as specified.
M&L for 150mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collors all as directed by Engr-in-Charge.
M&L for Cement concrete (1:3:6) type C2 using 40mm graded crushed stone aggregate as in bed to drain pipes 150mm bore including packing under and haunching against the sides of pipes after laying and testing complete all as specified.
M&L for Hard core of gauge exc. 63mm but not exc 100mm,deposited,spread and levelled in layers not exc. 15 cm thick, watered and rammed/rolled to a true surface complete all as specified.
Puneet Sharma
M/s Bhisham Raj and Sons
NIKHIL KOLESH
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