Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 CrAccepted-AOC | ₹21.0 Cr | L1 | Accepted-AOC BEING LOWEST TENDER |
| 2 | L2₹21.3 CrRejected-Finance 3A RAM MOHAN MULICK GARDEN LANE UNIT NO 6A 3RD FLOOR KOLKATA 700010 | KOLKATA | WEST BENGAL | 700010 | ₹21.3 Cr | L2 | Rejected-Finance HIGHER THAN LOWEST TENDER |
| 3 | L3₹22.3 CrRejected-Finance | ₹22.3 Cr | L3 | Rejected-Finance HIGHER THAN LOWEST TENDER |
| 4 | L4₹22.3 CrRejected-Finance | ₹22.3 Cr | L4 | Rejected-Finance HIGHER THAN LOWEST TENDER |
| 5 | L5₹22.6 CrRejected-Finance C 2488 SUSHANT LOK PHASE 1 GURGAON 122001 HARYANA | GURUGRAM | HARYANA | 122001 | ₹22.6 Cr | L5 | Rejected-Finance HIGHER THAN LOWEST TENDER |
Tender Value
₹20.2 Cr
EMD Value
₹13.4 L
Closing Date
19 Jul 2022, 6:00 pmClosed
BRIG AS CHONKER CE KOLKATA ZONE
HQ CHIEF ENGINEER KOLKATA ZONE MILITARY ENGINEER SERVICES BALLYGUNGE MAIDAN CAMP GURUSADAY ROAD KOLKATA 700019
PROVN OF SECURITY WALL OF 3 MTRS HEIGHT WITH 0.6 MTR HIGH Y NECK FENCING WITH CONCERTINA COIL OF LENGTH 4800 MTR WITH DRAINAGE OF 2000 MTR LENGTH AT NABAGRAM MIL STN UNDER GE (P) PANAGARH
2022_MES_531725_1
89056/E8
Limited
Construction Works
360 days
GE (P) Panagarh
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
GE (P) Panagarh
₹13.4 L
Yes
6 Aug 2022
17 Jun 2022
21 Jul 2022
17 Jun 2022
19 Jul 2022
5 Jul 2022
Amount
Surface dressing n.exe. 15cm deep and getting out in soft /loose soil complete all as specified and as directed
Excavation over area, n.exc 1.5 mtr deep and getting out in soft/loose soil complete all as specified and as directed.
Excavation in trenches n. exc 1.5 mtr wide and n. exc 1.5 mtr in depth for foundation or shafts, well cesspits, manhole, pier holes, sewage line etc n.exc 10 sqm on plan and n.exc 1.5 m in depth including forming bottom surface to required level and slope and getting out in soft /loose soil complete all as specified and as directed.
Excavation in trenches exc 1.5 mtr wide and exc 1.5 mtr in depth for foundation or shafts, well cesspits, manhole, pier holes, sewage line etc n.exc 10 sqm on plan and n.exc 3m in depth and getting out in soft /loose soil complete all as specified and as directed.
M&L sand/stone dust filling under floor or in foundations including watering and consolidation complete all as specified and directed.
Boring holes of 350 mm dia and 5m deep (from cut off level) with single under reaming having bulb dia of 875 mm and getting out and disposal of soil to a distance of n.exc 50m complete all as specified and as directed.
M&L TMT bars 10mm dia and over, as reinforcement. cut to length, bent to shape as required including cracking, bending, spirally for hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips quality conform to TMT bar of Fe -500 D IS 1786 complete all as specified and as directed.
All as per srl item No 7.00 here-in-above but for 5mm dia and over upto and including 12mm dia as in Stirrups and Spacers, etc. cut to length, bent to shape required including cranking, bending, hooking ends and binding with Mild Steel Wire (annealed) not less than 0.9mm dia, complete all as specified and as directed.
M & L Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed.
M & L Plain cement concrete (1:3:6) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed.
Use and waste of form work to sides of concrete foudations, footings, bases of columns, rafts and raft beams, sided and soffits (if any) of foundation and plinth beams; and similar work; vertical or to better rough finished flat surface of concrete completed all as specified and as directed
Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions square, rectangular or polygonal, flat and rough finishes surfaces of concrete.etc finished rough surfaces of concrete complete all as specified.
Use and waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressumers, lintles at top of security wall,cantilevers, shelves including supports, overhangs, etc also splays between floors and beams finished rough surfaces of concrete complete all as specified and as directed.
Use and waste of Form work to faces of walls, retaining walls, abutments, parapets and stair case railing and similar work including attached pillasters, buttresses etc vertical or to better smooth surfaces of concrete complete all as specified and as directed.
M&L for RCC M-25 (Design Mix concrete) using graded stone aggregate as per design mix as in foundation, including rafts, footings, foundation beams, plinth beams; bases for clumns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed
M&L for RCC M-25 (Design Mix concrete) using graded stone aggregate as per design mix as in columns, pillars, piers posts and struts complete all as specified and as directed
M&L for RCC M-25 (Design Mix concrete) using graded stone aggregate as per design mix as in lintel beam at top of security wall complete all as specified and as directed
M & L for RCC M-25 (Design Mix Concrete) using graded stone aggregate as per design mix as in walls, retaining walls, basement wall, ballast walls and the like, any thickness above top of footings, including attached pillaster and buttresses complete all as specified and as directed. (Note:- Reinforcement and form work will be measured and paid separately under item Nos 15-18 here-in-above)
M & L Brick Work with fly ash (with old size bricks) straight or curved on plan exc. 6.0m mean radius, built in Cement Mortar 1:6 complete all as specified and as directed.
M&L 15 mm thick rendering in cement mortar 1:4 on fair face of brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.
M&L for preparation of new plastered surfaces on wall and applying two coats of cement base paint over a coat of chalk whiting primer complete all as specified and as directed.
M&L for mild steel work as in iron posts & 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 of riveting etc and similar works conformig to Fe-290 Gde-165 complete all as specified and directed by Engr-in-Charge.
M&L for mild steel work such as grills, gratings, with ends of bars shoulder and/or riveted, or foged into spikes,framed guard bars, barred iron doors, ladders, framed balusters, walk way, railings, framed work of water tank including all necessary drilling, bolting or riveting etc and similar works confirming to Fe-290, Gde-165 complete all as specified and directed by Engr-in-Charge
S&F Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacings and straining & fixing to any type of standard rails, straining bolts, including securing or tying to crossing with and provision of galvanised mild steel wire, staples or steel pins complete all as specified and as directed.
S&F 600 mm dia crossed spiral concertina coil made up of wire 2.6mm HTGS spring core wire having tensile strength of 1600N/Sqmm and punched tape of 0.5mm thick and 13mm wide after crimming. Punched tape shall be of hot dipped galvanised min 20 micron and having medium barbs of 24mm with @35mm centre to centre. Each concertina coil shall be of minimum 50 turns and 5 clips in two turns i.e. 125 clips per coils (Weight after stretched not less than 2 Kg/RM) fixing with any type of standared rails, straining bolts including securing with staples or steel pins etc complete all as directed.
M&L for preparation of new steel surfaces of any description over 10 cm width or girth not otherwise description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified.
M & L providing cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) as in lintel upto 1.5m clear span, cills, steps, seismic and other similar bands , plinth courses, string courses, lacing courses, parapets and railing, upto 60cm in height, coping complete all as specified and as directed.
M & L for Plain Cement Concrete (1:3:6) type C 1 (using 20mm graded stone aggregate) as surface chanels and drains including fair finishing completet all as specified and as directed
S & F 110 mm PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors, complete all as specified and directed.
Returning filling in inluding spreeding, leveling, watering and well ramming in layers n. exc 25 cm thick in soft /loose soil complete all as directed.
Removing excvated material (Soil) n.exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and as directed.
Dismantling street light pole 410SP-31(9 Meter long), street light, junction box and dismantling XLPE cable and setting aside for refuse within 50 metere complete all as specified and as directed.
S & F steel tubular swaged pole complete with cast iron base plate, finial taper plug, bots, nuts and screws, pole cap type 410 SP – 31 ( 09 metre long ) as per IS 2713-1980 including applying two coats of black bituminus paint internally and externally upto planting depth with two coats of aluminium paint over a coat of aluminium primer (Externally from top of coping) including writing MES pole No with synthetic enamel paint complete all as specified and as directed. (Note :- Excavation, PCC shall be measured and paid separately.)
Shifting of cable XLPE inculated, screed, PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 16 sqmm 4 core from existing to new location connection of junction box and cable complete all as specified and as directed. Note: Earth work, sand, bricks shall be measured and paid separately.
M&L for sand cushioning / sand covering for underground cable protection and consolidated and compacted with clean dry sand complete all as specified and as directed.Note:- Punned thickness shall be measured.
M&L for bricks, common burned clay building bricks, sub class ‘A’ designation 75 in cable trenches for cable protection for protecting LT cable complete all as specified and as directed.
M&L for mixing of sand and graded coarse aggregate (12.5mm, 20mm & 40mm) at weep holes as a filter media, size of filter media 0.30 M x 0.30 M x 0.45M, back side earth fill side complete all as direceted
M&L approved sand for back filling in foundation / on side of drain as required, including watering and well ramming in layers not exc 25 cm etc complete all as specified and as direcetd.
NARSINGH DEVELOPERS LLP
Rds Project ltd.
NAND LAL PURI AND SONS PRIVATE LIMITED
Ktech Engineer Builders Co. Pvt. Ltd
LUMOS INFRA PVT LTD
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid