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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹26.0 L+₹1.1 L (4.29%)Rejected-Finance CHEMBISSERY PUTHIYAKAVU TRIPUNITHURA P O KOCHI 682301 | ERNAKULAM | KERALA | 682301 | L2 | Rejected-Finance Other than lowest tenderer | |
| 3 | L3₹29.9 L+₹5.0 L (20.2%)Rejected-Finance BLDG NO XXVIII 378A NORTH CHAMPANOOR ANGAMALI SOUTH P O PIN 683 573 | ANGAMALI | ERNAKULAM | KERALA | 683573 | L3 | Rejected-Finance Other than lowest tenderer | |
| 4 | L4₹40.7 L+₹15.8 L (63.3%)Rejected-Finance | L4 | Rejected-Finance Other than lowest tenderer |
Tender Value
Refer Docs
EMD Value
₹56,000
Closing Date
22 Apr 2021, 6:00 pmClosed
CWE (NW) kochi
CWE (NW) Kochi PIN-682004
PROVISION OF COVERED VEHICLE PARKING SHED AT CNAI (SOUTH) ALWAYE, KOCHI
2021_MES_432695_1
CWE(NW)KOCHI/81190
Open Tender
Civil Works
Item Rate
180 days
Kochi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (NS) Kochi
₹56,000
Yes
7 May 2021
24 Mar 2021
24 Apr 2021
24 Mar 2021
22 Apr 2021
7 Apr 2021
24 Mar 2021 - 15 Apr 2021
Amount
M&L for Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in hard/dense soil complete all as specified and as directed .
M&L for Moorum filling in floors or pavings laid in layers not exc 15 cm thick spread and levelled and blinded with earth and rammed including watering etc complete all as specified and as directed .
M&L for Grubbing up tree trunk of girth exc 30 cm but not exceeding 100cm including cutting of trunk portion protruding over ground ,digging out roots,filling holes and levelling of ground stacking of serviceable material and removing of unserviceable material to a distance n exc 50 m and clearing site etc complete all as specified and as directed .
Demolition of Brickwork or stone/ boulder masonry / PCC block masonry built in cement mortar including all quoins, arches, pillars, and disposal of debries etc complete all as specified and as directed .
M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement ,with using water proofing compound all as specified and as directed . (Supply only water proofing powder will be paid separately)
M&L for two coats of cement base paint over one coat of alkali resistant primer including preparation of newly plstered surface all as specified and as directed .
M&L for removing excavated material exc. 250 m but n exc. 500 m and depositing where directed all as specified and as directed .
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard/dense soil all as specified and as directed .
Excavating over areas, n. exc 1.5 m deep and getting out hard/dense soil all as specified and as directed .
M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and as directed .
M&L for Walling of random rubble masonry un coursed well bounded, bedded solidly hearted, built in CM 1:6 all as specified and as directed.
M&L Boulder filling dry, handpacked tightly filling back side of stone masonry wall all as specified and as directed.
M&L PCC 1:2:4 type B1 using 20mm graded stone aggregate asin coping, kneelers, apex stone, bed plates, kerbs, water trough sand the like including weathering, slightly rounded or chamfered angles and throating as directed complete including necessary formwork all as specified and as directed.
M&L for Keyed Pointing to RR Masonry uncoursed wall with CM 1:3 all as specified and as directed
S&F 110 mm dia PVC (SWR) Pipe in RR Masonry wall for weep hole and provn of Concrete bed in Cement concrete 1:3:6 type C-2 to drain pipes including packing under and completely surrounding pipes with concrete after they are laid all as specified and as directed.
M&L Cement concrete 1:4:8, Type D2 using 40mm graded stone aggregate for foundation all as specified and as directed.
M&L for RCC M-30(Design Mix) using 20mm graded stone aggregate for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs and mass concrete all as specified and as directed.
M&L for RCC M-30 (Design Mix) using 20mm graded stone aggregate for Columns, pillars, piers, posts and struts all as specified and as 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; vertical or to batter(Rough finished flat surfaces of concrete) all as specified and as directed.
Use and waste of formwork to sides ofto sides of pillars, posts, struts, piers, columns and stanchions and similar work; vertical or to batter(Rough finished flat surfaces of concrete) all as specified and as directed.
S&F Mild steel TMT bars 10mmdia and over, cut tolength, bent to shaperequired, includingcranking, bendingspirally forhooping for columns, hookingends and bindingwith and includingmild steel wire(annealed) not lessthan 0.9mm dia orsecuring with clips all as specified and as directed.
S&F Mild steel TMT bars but 5mm dia and over upto and including 10mm diain stirrups, spacers and binders cut to length, bent to shaperequired, includingcranking, bending spirally forhooping for columns, hookingends and bindingwith and includingmild steel wire(annealed) not lessthan 0.9mm dia orsecuring with clips all as specified and as directed.
M&L for Mild steel bolts of dia exc 12 but n.exc 20mm purpose made.with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. exc 30cm long all as specified and as directed.
M&L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and as directed.
M&L for 100mm thick cement concrete type D2, 1:4:8(40mm graded stone aggregate) for sub base of floor all as specified and as directed .
M&L for 50mm thick cement concrete type B1, 1:2:4(20mm graded stone aggregate) for flooring finished even and smooth without using extra cement for receiving multi layered polyurethene flooring system all as specified and as directed . Note :- The multi layered polyurethene flooring system will be measured and paid separately.
M&L Pre-cast cement concrete block masonry Type C1 ,1:3:6 with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete all as specified and as directed .
Supply only of Integral waterproofing compound to mix with cement concrete or mortar complete all as specified and as directed .
S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade Yst-310 all as specified and as directed. Note : All open ends of tubes shall be provided with end cap of minimum 3mm thick plain MS sheets welded to the tubes. Roof of the shed shall be provided in curved shape as shown in the sketch attached. The trusses and sheets shall be fabricated to the shape as shown in Sketch. The rate quoted shall be deemed to be included the same.
M&L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and as directed.
M&L for preperation of new metal Surfaces of any description, over10cm in width orgirth,not otherwise described and apply two coats of antifcorrosive paint and over a coat of primer all as specified and as directed.
M&L for 75mm thick PCC 1:3:6 Type C1 using 20mm graded aggregate with surface finished even and smooth without using extra cement as in plinth protection all as specified and as directed. Note: Plinth protection shall be laid in bays as directed by GE with 10mm wide joints in between.
M&L for bitumastic gola, with 80/25 bitumen and coarse sand mixture. 1:3 by weight for filling the joints in plinth protection etc all as specified and directed by Engr in charge.
M&L for flooring with multi layered poly urethane flooring system comprising of primer ,Intermediate Coat and Wear Course of make FOSROC Traffic guard UR 150 or equivalent make as approved by Garrison engineer complete all as specified and directed. Note : Surface preperation and application of different layers shall be as per manufacturer's instruction.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and pigment complete all as specified and directed.
M/L for coarse aggregate graded 12.5mm to 4.75mm and spreading and levelling in layers n exc. 25 cm thick as in cushion for paver block complete all as specified and directed.
M&L for cement concrete 1:3:6, Type C1 using 20mm graded stone aggregate for kerb as specified, slightly rounded or chamfered angles and throating,all as specified and directed.
Material and labour for point wiring with 1.5 sqmm PVC insulated unsheathed single core multistranded copper conductor cable, FRLS, ISI marked drawn through and including PVC conduit of suitable size and all accessories, not less than 2mm thick, fire resistant, ISI marked including 2 mm thick and 4cm depth GI sheet pressed terminal box with 3 mm thick laminated hylem sheet top cover including 1.50 Sqmm PVC insulated unsheathed multistranded single core copper conductor FRLS, ISI marked cable as earth continuity conductor , for one light point controlled by one switch 5 Amps all as specified and directed.
Supply and fix switch piano, flush type, 6 Amps, SP, one way, all as specified and directed.
Supply and fix sheet metal enclosure for MCB DB SPN 8 ways, 240V, with 200 Amps bus bar, double door, all as specified and directed.
Earhing complete with galvanized steel earth plate electrode 600X600X6mm buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of the plate not less than 1.5 M below ground level, connected to galvanized earth lead wire 4 mm , by means of galvanized iron or steel bolts, nuts, check nuts and washers, and conneced to equipments as directed, including funnel with GI med grade watering pipe 20 mm bore, wire mesh charcoal or coke and common salt in alternate layers, of 15 cm compacted thickness all around the earth electrode, with concrete pit in PCC 1:3:6 type C-1 , 50 mm thick pre cast RCC 1:2:4 type B1 cover slab reinforced with 8 mm dia reinforced bar 15 cm C/C and earth lead handle protection including necessary excavation earth work in soft/loose soil and disposal of spoil to a distance n.exc.50m and necessary testing,including taking down old unserviceable earthing complete all as shown on electrical plate no.3 of MES SSR Part I and as directed.
S&F Industrial box type luminare suitable for single and thin T8 LED Tube etc complete all as specified and directed.
Supply and fix LED Flood light high effiency output LED for better distribution with necessary brackets and clamp all as directed
Supply and fix metal enclosure for DB's single and neutral 4 way 200 Amps double door 240 V etc complete all as specified and directed.
Supply and fix RCBOs for earth leakage , overload short circuit protection Double pole 30mA, 25A etc complete all as specified and directed.
Supply and fix MCB SP single pole 230 V 6 to 30 Amps etc complete all as specified and directed.
Supply, laying and testing cable LT armoured XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10.0 sq mm 2 core laid in trenches or fixed to wall,poles etc complete all as specified and directed.
Supply and spread, locally available dry M-sand for cushioning and covering of UG cables in trenches,all as specified and directed. (Note : Only punned thickness shall be measured and paid )
M&L Pre-cast cement concrete block masonry Type B1, 1:2:4 with solid blocks, exc. 10 cm in width and setting in mortar 1:4, complete all as specified and as directed .
M&L for cement concrete in PCC 1:3:6 Type C1 using 20 mm graded stone aggregate for coping including necessary form work all as specified and as directed.
All as above item No. 50 above,but for add or deduct for each 25 mm girth or part thereof over or under 30cm ditto
Supply and lay un-reinforced pre-cast concrete cable covers class LV type 1 flat of size 250 mmx150 mmx40 mm as cover to U/G cable laid dry flat over the cable with width equal to length of the cable and abutting each other with gap between adjacent one not exceeding 10mm over under ground cable for cable protection in trenches all as specified and directed .
M/s.Rejoy Constructions
K R JOSEPH AND SONS
ELLIKKAL ENTERPRISES
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