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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC 0 00 NEAR KRISHNA PETROL PUMP GEEDAM ROAD JAGDALPUR BASTAR CHHATTISGARH 494001 | BASTAR | CHHATTISGARH | 494001 | L1 | Accepted-AOC Lowest Amount | |
| 2 | L2₹15.6 L+₹65,623 (4.38%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹16.8 L+₹1.9 L (12.4%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest | |
| 4 | L4₹17.5 L+₹2.6 L (17.1%)Rejected-Finance 5 133 HAVELI KABIR KHAN NAI KI MANDI AGRA 282010 | AGRA | AGRA | UTTAR PRADESH | 282010 | L4 | Rejected-Finance Being other than lowest | |
| 5 | L5₹17.9 L+₹2.9 L (19.4%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest |
Tender Value
₹16.5 L
EMD Value
₹33,000
Closing Date
11 Jun 2019, 6:00 pmClosed
GE WEST AGRA
62 Station Road Agra Cantt
PROVN OF PERIMETER WALL FROM JCO MESS TO MT GARAGE OF 50 I PARA BDE SIG COY AND ACCESS ROAD INTERLOCKING TILES FOR NFS NODE SIGN CENTRE UNDER AGE BRI OF GE (W) AGRA
2019_MES_252726_1
8012/666/E8
Open Tender
Civil Works
Item Rate
180 days
GE WEST AGRA
For enlisted firm scanned copy of application on letter pad scanned copy of tender fee scanned copy of enlistment letter scanned copy of EPF allot letter Scanned copy GST registration number for unenlisted firm as per NIT
9 documents required · 9 mandatory
₹500
GE WEST AGRA
₹33,000
Yes
1 Apr 2020
16 May 2019
13 Jun 2019
16 May 2019
11 Jun 2019
30 May 2019
16 May 2019 - 30 May 2019
Amount
Excavation in trenches in soft/ loose soil not exceeding 1.5 m wide n.exc 1.5m depth for fdn etc for shaft, wells, cesspits, man holes, pier holes etc. n.exc 10sqm on plan and n.exc 1.5m depth and getting out in soft loose soil complete all as specified and directed.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ loose soil complete all as specified and directed.
Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed.
M&L PCC 1:3:6 type C-2 (using 40mm graded crushed stone agg) as in foundation filling and mass complete all as specified and directed.
M&L Reinforcement cement concrete Type B1 1:2:4 (20mm graded aggregate)(nominal mix) as in foundation , incl rafts, footings, foundation beams , plinth beams , bases for column tc basement slabs under reamed piles and mass concrete complete all as specified and directed.
S&F 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips all as specified and as directed.
S&F Mild steel TMT bars 8 mm dia, 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, MS wire as in stirrups, spacers & binders etc complete all as specified and directed.
M&L Reinforcement cement concrete Type B1 1:2:4 (20mm graded aggregate)(nominal mix) as in beams, cantilever , bressummers, lintel over 1.5m span complete all as spd and dir complete all as specified and directed.
M&L Providing, cement concrete Type B1 1:2:4 (20 mmgraded graded aggregate) in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs etc. including form work complete all as specified and directed..
M&L for brick work with fly ash bricks, straight or curved on plan exc 6 m mean radius built in old size bricks in CM 1:6 complete all as specified and directed.
M&L 15mm thick rendering in cement mortar (1:4) on fair faces of brick/concrete surfaces of walls, finished even & smooth surfaces without using extra cement complete all as specified.
M&L 15mm thick rendering in cement mortar (1:4) on other than fair faces of brick/concrete surfaces of walls, finished even & smooth surfaces without using extra cement complete all as specified.
M&L Two coats of cement base paint over a coat of alkali resistant priming paint as on wall including preparation of newly plastered or un plastered surface complete all as specified and directed.
S & F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, 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 directed, 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 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. as directed (each line wire to be measured) complete all as specified and directed.
M&L Preparation of new iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, complete all as specified and directed.
M & L for formwork to sides of concrete foundation , footings base of column raft and raft beams sides and soffits if any of foundation and plinth beams and similar work vertical or to better flat or rough finished surface of concrete complete all as specified and directed.
M & L for formwork to edges of concrete flats breaks in floors, opening inconcrete walls, floors and roofs and sides of RCC/PCC bands in walls horizontal or slopping and similar work all exceeding 20cm wide complete all as specified and directed.
Surface excavation not exceeding 15 cm average depth and getting out in soft/loose soil
M&L hardcore of guage n.exc 63 mm, deposited spread and levelled in layres n.exc 15 cm thick watered and rammed to true surface using broken stone/boulders etc
M&L for 50 mm thick PCC 1:3:6 type C-2 (40 mm graded stone agg) as in floors complete all as specified and directed.
M&L sand cushion under floors/paver blocks or in foundations including watering and consolidation complete all as specified and directed.
M&L machine pressed precast concrete interlocking paver block of any colour, shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment all as directed and specified.
M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in bed blocks, coping, road side bed plates etc and similar articles including necessary form work etc complete all as specified and directed.
SHRI SAINATH ENGINEERS
S N agr
Afghani Constructions
SAROJ CONSTRUCTIONS
N.K. ENTERPRISES
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