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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | L1 | Accepted-AOC Accepted due to lowest | |
| 2 | L2₹14.2 L+₹1.8 L (14.0%)Rejected-Finance SIDDHAI 96 2 A WARD DUDHALI KOLHAPUR 416012 MAHARASHTRA | KOLHAPUR | MAHARASHTRA | 416012 | L2 | Rejected-Finance Rejected due to not lowest | |
| 3 | L3₹14.7 L+₹2.2 L (17.8%)Rejected-Finance FLAT NO B 205 S NO 296 2 DIVINE HOMES PORWAL ROAD LOHEGAON PUNE 411047 | PUNE | MAHARASHTRA | 411047 | L3 | Rejected-Finance Rejected due to not lowest | |
| 4 | L4₹14.9 L+₹2.4 L (19.1%)Rejected-Finance | L4 | Rejected-Finance Rejected due to not lowest | |
| 5 | L5₹16.4 L+₹3.9 L (31.1%)Rejected-Finance | L5 | Rejected-Finance Rejected due to not lowest |
Tender Value
Refer Docs
EMD Value
₹36,260
Closing Date
15 Oct 2020, 6:00 pmClosed
COL N K SAH
CWE (AF) LOHEGAON
PROVN OF BASKET BALL COURT AND ALLIED SERVICES FOR KV-2 AT AFS PUNE UNDER GE (AF) LOHEGAON
2020_MES_375798_1
81794/E8
Open Tender
Miscellaneous Works
Item Rate
270 days
GE AF LOHEGAON
Please refer tender documents
5 documents required · 5 mandatory
₹500
GE (AF) Lohegaon
₹36,260
Yes
9 Nov 2020
8 Sept 2020
17 Oct 2020
9 Sept 2020
15 Oct 2020
30 Sept 2020
Amount
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by engr in charge.
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5m in depth for foundation etc or for shatfs, wells, cesspits, manholes, pire holes etc n. exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil complete all as specified and as directed by engr in charge.
Moorum /red bajri filling in floors or pavings laid in layers n.exc 15cm thick spread, levelled and rammed including watering complete all as specified and as directed by engr in charge.
Removing excavated material n.exc 50m and deposited where directed at alevel n.exc 1.5m above the starting point complete all as specified and as directed by engr in charge.
Removing excavated material exc 50m and n.exc 250m and deposited where directed at alevel n.exc 1.5m above the starting point complete all as specified and as directed by engr in charge.
M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in fdn filling and mass concrete complete all as specified and as directed by engr in charge.
M&L for precast cement concrete solid block masonary walling (1:3:6) type C1using 20mm graded stone agg exc 10cm in width and set in CM 1:6 complete all as specified and as directed by engr in charge.
M&L for 15mm thick rendering on fair face of brick/block or concrete surface and finished even and smooth without using extra cement complete all as specified and as directed by engr in charge.
M&L for preperation of new plastered surface and applying two coats of cement base paint over a coat of cement primer complete all as specified and as directed by engr in charge.
Excavating in post holes (or similar holes) not exc 0.5cum in any type of soil getting out returning filling in and ramming earth or broken rubble mixed with each around in layers not exc 25cm thick watering and well ramming and removing surplus soil to a distance not exc 50m and making good surface complete all as specified and as directed by engr in charge.
M & L for 300mm GI pipe medium grade as in goal post including necessary welding complete all as specified and as directed by engr in charge.
M&L for hard core of gauge n.exc 63mm of broken stone or boulders deposited spread and levelled in layers n.exc 15cm thick watered and rammed to a true surface complete all as specified and as directed by engr in charge.
M&L for 100mm thick PCC 1:4:8 type D2 using 40mm graded stone agg as in sub base of flooring complete all as specified and as directed by engr in charge.
M&L for machine pressed precast concrete interlocking paver block of any shape and size polished with grey cement and pigment conforming to IS-15658-2006 of 60mm thick M-35 grade complete all as specified and as directed by engr in charge.
M&L for 25mm thick sand cushioning under floor foundation and for laying of interlocking paver block complete all as specified and as directed by engr in charge.
M&L for 100mm thick PCC M-20 (1:2:4) type B1 in two layers of 75mm & 25mm using 20mm graded stone agg as in flooring complete all as specified and as directed by engr in charge.
S & F 3mm thick, 38mm wide, plastic dividing strips as in flooring complete all as specified and as directed by engr in charge.
M&L for painting lines, arrows, dashes, letter etc on road pavements and the like n.exc 10cm wide synthetic enamel road marking paint white, yellow with glass beadscomplete all as specified and as directed by engr in charge.
M&L for surface finished even and smooth using extra cement laid in bays and complete all as specified and as directed by engr in charge.
Supply and fix Reinforced fibre Board of specified thickness in MS Pillar for basket ball court including necessary fittings frame work and basket with basket ring complete all as specified and as directed by engr in charge.
S & F precast RCC BENCH of standard size for capacity of 3 people without hand stand and with back as specified and directed by Eng-in Charge
S & laying and jointing, testing and commissioning of LT under ground cable 1100 volts grade XLPE (cross linked polythene ) armoured with galvanised round steel wire or steel strip , electric power cable heavy duty, with multi stranded aluminium conductor, laid in trenches, ducts fix on walls/poles with proper size saddles and clamp laid under roads/path/ drain /colverts or enclosed in GI pipe/ fix complete all as specified , for following size:- a) 16 Sqm X 4 core
b) 10 Sqm X 2 core
Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole complete all as specified and as directed by engr in charge. (a) Soft/loose soil
(b) Hard/dense soil
Returning/ Refilling of excavated soil including spreading levelling and well ramming in layers for any type of soil complete all as specified and as directed by engr in charge.
Removing the surplus spoil to a distance not exceeding 50 mtrs from the starting point and depositing at a height not exceeding 1.5 m above ground level complete all as specified and as directed by engr in charge.
Material and labour for stone dust sand cushioning to under ground cable, provided with a layer 8 cm before and 15 cm after laying and stretching jointing and testing the cable complete all as specified and as directed by engr in charge. [Note : Measuremenet will be done after punning]
Supplying and laying un-reinforced precast concrete cable cover, class LV, type I, flat, size 250mm x 150mm x 40mm for cable protection complete all as specified and as directed by engr in charge.
Supplying and erecting ( in true vertical position) steel tubular swaged poles complete with cast iron base plate final taper plug, bolts nuts and screws all as specified of type 410-SP-31 (9.0 mtr length) complete all as specifed in IS 2713 (part-II) 1980 including one coat or red oxide primer and two coats of aluminium paint to exposed surfaces and with blach bituminous paint for embedded portion of pole complete all as specified and as directed by engr in charge.
Supply & fix (in repair) LED flood light fitting 120 Watt with LED lamps and driver and made of pressure die-cast aluminium housing IP 65/IP66 road way luminaries (wider beam angle not less than 120 degree, optics with convex lens/pinet lens) with UV stablized polycarbonate cover or toughen glass cover and high power LEDs as light source with LED fittings system Lumen not less than 95 lumen per watt and electronic driver with efficiency 85% with inbuilt protection against lighting, over voltage, short circuit and surge/spike protection upto 5 KV ensuring longer life (THD<10%, PF shall be > 0.95, colour temperature 5700±300K), life expectancy of LEDs minimum 50,000 burning hrs, warranty of complete luminaries fitting shall not less than three years. The fitting shall be tested in NABL accredited LAB and LM 80 test certificate shall be submitted by the original manufacturer. The light fittings shall be fixed on pole, wall or any building including connection complete all as specified and as directed by engr in charge.
Supply & fix new junction box of size not less than 25Cm x20 Cm x 11 Cm, made out of Fibre material, shockproof and rustproof, cable entry from bottom. 100% wheather proof, restricted to unauthorised tapping with class FV-0 as per IS : 11731 Part-II or V-0 as per UL-94 and fixing to pole etc using suitable clamps nuts, bolts etc for accommodating and including the following :- b) MCB SP 06A-01 Nos
Supply and fix GI Pipe Light grade with all connected accessories of sizes 40 mm complete all as specified and as directed by engr in charge.
M&L for cement concrete (1:4:8) type D2 in foundation filling and mass concrete using 40mm graded stone aggregate for pole/stay foundation complete all as specified and as directed by engr in charge.
M&L for cement concrete (1:3:6) type C2 in foundation filling and mass concrete using 40mm graded stone agg for pole/stay foundation complete all as specified and as directed by engr in charge.
Supply, Install, Test and Commissioning of LT feeder pillar box outdoor type fabricated out of 3.0 mm thick CRCA sheet double door(front & back opening), CPRI approved complete with powder coating with seven tank process mounted on M.S angle Iron frame of size 40x40x6mm, duly grouted with PCC reqd with the following:- (a) Copper bus bar 200 Amp with cloured heat shrinkable insulated sleeve 415 Volts as per IS of suitable size mounted on DMC/epoxy insulator (not less than 50mmx50mm conicle type at a maximum interval of 500 mm- 01 Set. (b) MCCB FP 63 Amps 16 KA - 01 No for main incoming (c) MCB 63 Amps TPN, 10 KA - 01 Nos (d) MCB 40 Amps SPN, 10 KA - 02 Nos
shrilaxminarayan constructions
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VISALAKSHI WATER PROOFINGCOMPANY PRIVATE LTD
AMBAJI CORPORATION
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