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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAccepted-AOC SULTANPUR NEAR POLICE CHAUKI DANAPUR CANTT PATNA 801503 | PATNA | PATNA | BIHAR | 801503 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹49.2 L+₹1.2 L (2.55%)Rejected-Finance 1ST FLOOR 100 FT ROAD NEAR HERO HONDA AGENCY OPP NARANG CHILDREN HOSPITAL BIBIWALA ROAD NORTH ESTATE | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹49.2 L+₹1.2 L (2.60%)Rejected-Finance ATAL JI KI GALI SHINDE KI CHHAWANI LASHKAR GWALIOR MADHYA PRADESH 474009 | GWALIOR | MADHYA PRADESH | 474009 | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹49.9 L+₹1.9 L (4.01%)Rejected-Finance 6 9 GRAND SQUARE DANAPUR CANTT PATNA BIHAR 801503 | PATNA | PATNA | BIHAR | 801503 | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹50.0 L+₹2.0 L (4.19%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹44.1 L
EMD Value
₹88,200
Closing Date
21 Sept 2024, 6:00 pmClosed
GE
GE DANAPUR CANTT 801503
PROVN OF DRAINAGE AT BACK SIDE OF BLDG NO P19 COI ANNEXE AND SPL REPAIR TO DRAINAGE AT POLO SQUARE AREA DANAPUR CANTT UNDER GE DANAPUR
2024_MES_669237_1
CA NO GE/DNR/T-28 OF 2024-25 8796/E8
Open Tender
Civil Works
Item Rate
180 days
DANAPUR
AS PER NIT
8 documents required · 8 mandatory
₹500
GE DANAPUR
₹88,200
Yes
28 Sept 2024
31 Aug 2024
23 Sept 2024
31 Aug 2024
21 Sept 2024
16 Sept 2024
Amount
Demolition of brick work built in cement mortar including all quoins, arches, pillars, complete all as specified and directed.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Desilting of storm water drain by excavation in soft/loose soil settled deposited soil/earth/silt/mud from bed of drain in soil condition including cleaning of shurbs, vegitation and grass etc whatsoever with therein, bed of drain condition including getting out and removing excavated material and deposited the same to a distance n.exc50m complete all as specified and directed
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
M & L for plain cement concrete, (1:3:6) Type C2 (using 40 mm graded stone aggregate) as in foundation, Plinth filling and mass concrete complete all as specified and directed.
M&L brick work using 'B' class brick in cm (1:4) straight or curved on plan exceeding 6.00 mtr mean radius except brick
Fixing only old brick work using 'B' class brick in cm (1:4) straight or curved on plan exceeding 6.00 mtr mean radius except brick complete all as specified and directed. Note:- Old bricks shall be obtained from item No 1
M&L PCC 1:2:4 type B1 ( using 20mm graded stone aggregate) as in drain chanel complete all as directed by Engr-in-Charge..
M & L for plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate), as in copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.
Taking down cement plaster from brick/concrete surfaces including raking out joints, hacking for key and scrubbing down with water etc all as specified and directed.
M&L 15mm thick cement plaster on fair faces of bricks work or concrete surfaces with cement mortar 1:4 finished even and smooth (without using extra cement) complete all as specified & directed.
M&L 15mm thick cement plaster on other than fair faces of bricks work or concrete surfaces with cement mortar 1:4 finished even and smooth (without using extra cement)complete.
M&L two coat of cement base paint over a coat of chalk whiting on wall including preparation of newly plastered surfaces.
M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregateas in concrete bed to drain pipes including packing under and hunching against the sides of pipes after they are laid and tested in bore of pipe 300 mm (internal) complete all as specified and directed by Engr in Charge
M&L for Reinforced concrete pipes, class NP2, of dia (internal) 300mm laid in trenches and jointed in cement, mortar (1:1) incl testing complete allas specified and as directed by Engineer-in-Charge.
M&L for RCC (1:2:4) type B1, using 20mm graded stone aggregatesas in precast RCC manhole cover and set in CM (1:4) all as paste item No 23 description specifiedand as directed by Engineer-in-Charge.
M & L for mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed.
M & L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders, rings and manohole cover handle 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 0.9 mm dia or securing with clips complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.
Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
M&L for PCC 1:2:4 type B-0(using 12.5 mm graded stone aggregates) as in drain benching etc. surface finished even and fair 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/stopped ends etc all as specified and directed.
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil all as specified and directed.
Excavating over areas, exc 1.5 m but n exc 3m deep and getting out in soft/loose soil all as specified and directed.
M&L hard core of broken bricks of gauge n exc 63mm deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface all as specified and directed.
M&L reinforced cement concrete M-25 design mix using 20mm graded stone aggreagate as in for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, etc complete all specified directed.
M&L reinforced cement concrete M-25 design mix using 20mm graded stone aggreagate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, etc complete.
Use & waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings foundation and similar work including attached pillasters, buttresses, etc.; vertical or to batter etc rough finished surface of concrete complete.
Use & waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc rough finished surface of concrete complete.
M/S Priya Trading Agency (BID ID -3103278)
RAJ AND SONS (BID ID -3101510)
M/s Naresh Chand Agrawal (BID ID -3099541)
HARINANDAN RAI SONS (BID ID -3101487)
M/S SAROJ KUMAR SINGH (BID ID -3103627)
J K CONSTRUCTION (BID ID -3101579)
SINHA CONSTRUCTION (BID ID -3103621)
M/S ANAND MOHAN ENTERPRISES (BID ID -3101486)
Vijay Bakshi and Son (BID ID -3103152)
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