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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.5 LAccepted-AOC | L1 | Accepted-AOC FOUND LOWEST AND REASONABLE | |
| 2 | L2₹46.0 L+₹3.4 L (8.01%)Rejected-Finance DADAWA KURIYAR KHAS BASTI BASTI UTTAR PRADESH 272178 | BASTI | UTTAR PRADESH | 272178 | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹46.7 L+₹4.1 L (9.68%)Rejected-Finance 51 212D 3E K V NAGAR NEAR ADARSH NAGAR KHERIA MOD AGRA UP 282001 | AGRA | UTTAR PRADESH | 282001 | L3 | Rejected-Finance Being other than lowest |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
5 Apr 2022, 5:00 pmClosed
GE (AF) TECH AREA AGRA
GE (AF) TECH AREA AGRA
IMPROVEMENT TO STATION HQ BLDG AND PROVN OF SEMI UG SUMP AT AF STN AGRA UNDER GE (AF) TECH AREA AGRA
2022_MES_507552_2
8200-1401/E8
Open Tender
Civil Works
Item Rate
GE (AF) TECH AREA AGRA
As per NIT
9 documents required · 9 mandatory
₹500
GE (AF) TECH AREA AGRA
₹96,000
Yes
7 May 2022
17 Mar 2022
6 Apr 2022
17 Mar 2022
5 Apr 2022
24 Mar 2022
17 Mar 2022 - 21 Mar 2022
Amount
Supply, installation, commissioning and testing of Pumping sets, centrifugal, self priming, electric driven, of 25 HP monoblock type, gun metal impeller, mechanical seal, stainless steel shaft, pipe size for which 100x80 mm, RPM 2920, 48-60 Head, 1500-800 LPM inclusive of PCC 1:2:4 type B-1 as in foundation of size 1.20m x 1.20m x150mm thick including with MS channel ISMC 70 of 1.10 m lenght 02 nos including of grouting with suitable size nut bolt for motor and pump complete all as specified and directed. Make-Crompton (model no-MIR25.2C)/Kirloskar or equivalent
M&L for DI pipes 150 mm dia ISI marked of make as specified with flanged ends suitable for flange joints, centrifugally cast, class K-9, coforming to IS: 8329(2000) as per latest amendments, laid in trenches/wall/floor with & including making flange joints and testing on completion complete all as specified and directed.
Supply & fixing of cast iron body sluice valve ISI marked PN 1.6 and conforming to IS 14846 with stainless steel spindle of 150 mm size including all connection and joining materials complete all as specified and directed.
S&F cast iron foot valve, confirming to IS-4038 of size 100 mm bore with and including all connection and jointing material complete all as specified and directed.
Supply and fix Non Return Valve, 150 mm (6”) dia with and including all connection and jointing material complete all as specified and directed.
M&L for earthing complete with galvanised steel pipe Electrode 40mm bore,medium grade,2.5 Mtr Length buried directly and preferably vertically in ground with top edge not less than 1.25mtr below normal ground level earthing lead of GI Strip 32x6 mm surrounded from all sides by mixture of charcoal and common salt and electrode connected to and including galvanized GI Strip 32x6 mm size by means of bolts, nuts check nuts and washers. steel and earth wire protected by Gl protection pipe medium grade 40mm dia connected to main earth wire on pole or control board and Gl pipe medium grade 20mm bore for watering funnel with wire mesh PCC chamber pit in PCC1:3:6 type C-1, 40mm thick Precast RCC M-25 cover reinforced with 8 mm dia TMT bars. @10 CM C/C on both sides and handle, including excavation including and earth work in any type of soil and removal up to 50m complete all as specified and shown in electric plate no.3 SSR part –I (2009), connecting to Earthing test point all as directed including testing on completion. Note:- Quoted rate shall be deemed to includes GI earth strip of size 32 x 6mm upto 7.5m length above Groung level.
Supply and laying or fixing or passing 1100 volts grade heavy duty, PVC insulated and PVC sheathed mutistranded copper conductor cable of size 25.0 sqmm 3 core flat including connection to motor/ starter panel with & including necessary jointing materials and testing complete all as specified and direced.
Excavation in trenches in soft/loose of soil not exceeding 1.5 metre deep and not exceeding 2.5 mtr width and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes/pole foundation etc. all as specified and directed by Engineer-in-Charge.
Returning, filling in including spreading, leveling, watering and well ramming in layers n. exc 25 cm thick after the cables etc. are laid, jointed and tested complete all as specified and directed by Engineer-in-Charge.
Removal of surplus excavated soil not exceeding 50 Mtr distance and depositing where directed by Engineer-in-Charge at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
M& L for valve chamber with brick masonry for following size, PCC 1:4:8 type P-2 foundation of 200mm thick 150mm thick brick walls built in CM 1:6, PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in coping 50mm thick, plastering 15mm thick in CM 1:4 to all internal and exposed surface including necessary excavation and earth work in soft/ loose soil, removal of surplus plus upto 50m after surrounding filling by excavated soil MS sheet cover 3.15mm thickness alongwith angle iron frame made out from ms angle of size 40x40x6mm with locking arrangement with necessary fixing materials like hinges, nut bolts etc (Valve chamber cover shall be opended in two halves) and painting to MS cover and frame with two coats of synthetic enamel paint over one coat of red oxide primer etc complete all as specified and directed.
1200x1200x1200mm (internal dimensions)
S&F fully automatic star- delta starter of relay range 14-23 Amps of capacity suitable upto 25.0 HP motor, AC-3 phase heavy duty, 415 volts, 50 Hz including fixing arrangement on wall complete all as specified and directed. Make : L&T-MN 25 FASD or equivalent of Bentex / Siemens/ BCH
Supply & fixing of cast iron Ventury tube of 150 mm dia both end flanged(4 nos injecting points duly screwed at the centre) rigidly fixed with the CI/DI pipe line complete including provision of rubber gasket, 3mm thick bolts, nuts etc for injecting liquid chlorine in the pipe line complete all as specified and directed.
Complete removal of existing treatment (if any,) hacking for key, raking out joints of old brick work or stone work built in cement mortar; not previously plastered; and scrubbing down with water etc. to receive plaster etc complete all as specified and directed.
Taking down eaves gutters and rain water pipes (any size or pattern) including all fittings, heads, shoes, bends, swan necks, etc. including cleaning or refixing or removal to store etc complete as directed and specified (Measurement shall be considered overall as fixed along the centre line over fittings and accessories)
M&L for 15mm thick rendering on surfaces on fair faces of brick work or concrete surfaces in CM 1:4 mixed with WPC @3% of cement etc. complete all as specified and directed ( WPC measured & paid separately).
M and L for granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick fixed in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite etc complete all as directed by Engr in Charge and specified.
M and L for washed stone grit plaster on exterior walls in two layers, under layer 12mm thick in cm 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer shall be15mm thick cement mortar 1:1/2:2 (1 white cement: 1/2 coarse sand : 2 stone chipping of 10 mm nominal size in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and watching to exposed stone chippings .complete all as specified and directed (Payment for providing grooves shall be made separately under relevant item)
M and L for forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge
S& F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls by usning ms clamps of suitable size etc complete all as specified and directed.
S& F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls by using ms clamps of suitalbe size etc complete all as specified and directed.
S& F 110 mm bore PVC (SWR) bend of any radius
S& F 75 mm bore PVC (SWR) bend of any radius
Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. Complete all as specified.
M&L for 15mm thick rendering on surfaces on fair faces of brick work or concrete surfaces in CM 1:4 mixed with WPC and finished the surface even & smooth with out using extra cement complete all as specified and directed. (WPC shall be measured & paid separately under relevant item of BOQ)
M&L for 10 mm thick rendering on surfaces on fair faces of brick work or concrete surfaces in CM 1:3 as in celing and finished even and smooth without using extra cement etc.complete all as specified and directed.
Supply only integral water proofing compound (Powder).
M&L for preparation of newly plastered or concrete surface of any description over 10 cm width and girth and apply two coats of plastic emulsion paint over a coat of primer etc complete all as specified and directed.
M&L for preparation of old treated plastered or concrete surface of any desription over 10 cm witdh or girth and apply two coats of plastic emulsion paint etc complete all as specified and directed.
Cutting for removing existing branch drain of 100 mm internal bore , making good to walling and rendering, cutting out branch channel, and making good benching in PCC cement concrete 1:2:4 type B-1 finished, smooth and reforming benching as required etc complete all as directed and specified.
Excavating over areas, n exc 1.5 m deep and getting out soft and loose soil all as specified and directed
Excavating over areas, exc 1.5 m and not exceeding 4.5 m deep and getting out soft and loose soil all as specified and directed
M&L for providing PCC Cement concrete type D2 1:4:8 (Using 40mm graded aggregate ) as in sub base, filling and mass-concrete complete all as specified and directed.
M&L RCC M-30 design mix using 20mm graded aggregates as in water retaining structure of Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed.
M&L RCC M-30 design mix using 20mm graded aggregates as in water retaining structure of Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc complete all as specified and directed.
M&L RCC M-30 design mix using 20mm graded aggregates as in Beams, cantilevers, bressummers, lintels etc complete all as specified and directed.
M&L RCC M-30 design mix using 20mm graded aggregates as in water retaining structure of Columns, pillars, piers, posts and struts etc complete all as specified and directed.
M&L RCC M-30 design mix using 20mm graded aggregates as in domes supported on walls, beams etc complete all as specified and directed.
M&L RCC M-30 design mix using 20mm graded aggregates as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like etc complete all as specified and directed.
Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work in curve ; vertical or to batter for rough finished surface of concrete etc complete all as specified and directed.
Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc in curve; vertical or to better for rough finished surface of concrete etc complete all as specified and directed.
Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.in curve for rough finished surface of concrete etc complete all as specified and directed.
Use and waste of formwork to sides of pillars, posts, struts, piers, columns, and stanchions for rough finished surface of concrete etc complete all as specified and directed.
Use and waste of formwork to sides and soffits of domes, vaults, shell roofs and arch ribs, curved on one plane for rough finished surface of concrete etc complete all as specified and directed.
Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200m thick (Horizontal or sloping) for rough finished surface of concrete etc complete all as specified and directed.
Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 10cm wide for rough finished surface of concrete etc complete all as specified and directed.
M and L for mild steel 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc completed all as specified.
Ditto item No. 47 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders
M and L framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 etc complete all as specified
M and L preparation of new steel surface any description, over 10cm in width or girth not otherwise described applying two coats of synthetic enamel paint over a coat of primer etc complete all as specified
M and L preparation of new steel surface any description, nexc 10cm in width or girth not otherwise described applying two coats of synthetic enamel paint over a coat of cement primer etc complete all as specified
M&L for 5 mm thick rendering on surfaces on fair faces of concrete surfaces in CM 1:4 and finished the surface even & smooth with out using extra cement complete all as specified and directed.
S and fix cast iron pipes of 200 mm bore with spigot and socket ends centrifugally cast, Class B, in any length, laid in trenches etc complete all as specified
M&L for preparation of newly plastered surfaces and applying two coats of cement base paint over a coat of cement primer etc complete all as specified and directed.
Removing excavated material (soil) to 9 distance exc. 1.50 km but n exc.5 km and directed and specified.
M&L 5 mm thick PVC water bar in RCC wall of water structure at horizontal construction joint
Surface excavation n exc 30 cm deep and average 15 cm deep and getting out in soft/loose soil etc complete all as specified
Rolling and consolidating formation surface in cutting by using power roller exc 8 tonne and not exceeding 12 tonne capacity etc complete all as specified.
M&L 75mm mm thick PCC Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base etc complete all as specified.
M & L Sand filling under floors or in foundation including watering and consolidation etc complete all as directed and specified.
M&L Machine pressed precast concrete interlocking paver block with grey cement and pigment of any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade etc complete all as specified.
M&L PCC cement concrete type 6 (1:3:6) using 20mm graded aggregate as in kerb, copings etc. Complete all as specified.
Abhi Construction
Sethi Brothers
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