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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAccepted-AOC | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹28.0 L+₹2.7 L (10.6%)Rejected-Finance 40 6 UKHARA PO PRATAP PURA AGRA UP 282001 | AGRA | AGRA | UP | 282001 | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹28.4 L+₹3.0 L (12.0%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹29.2 L+₹3.8 L (15.2%)Rejected-Finance | L4 | Rejected-Finance Other than lowest |
Tender Value
Refer Docs
EMD Value
₹58,000
Closing Date
31 May 2021, 6:00 pmClosed
GE (WEST) AGRA
62 Station Road Agra Cantt
CONSTRUCTION OF BALANCE BOUNDRY WALL APPROXIMATELY 300 METERS HAVING HEIGHT OF 1.80 METERS ALONG WITH 0.80 METER BARBED WIRE ON TOP OF SECURITY WALL AFFIXED WITH Y SHAPE ANGLE IRON AT THE FRONT SIDE OF 252 PARA AD BTY AND PROVN OF ONE PPGI SHEET SH
2021_MES_438219_1
8012/794/E8
Open Tender
Civil Works
Item Rate
180 days
GE (WEST) AGRA
As per NIT
9 documents required · 9 mandatory
₹500
GE (WEST) AGRA
₹58,000
Yes
6 Jul 2021
24 Apr 2021
2 Jun 2021
24 Apr 2021
31 May 2021
8 May 2021
Amount
Surface excavation not exceeding 30 cm deep and avg 15 cm deep and getting out in any type of soil complete all as specified & as directed.
Excavation in trenches n exc 10Sqm on plan, n exc 1.5 m deep and n. exc 1.5 m wide and getting out in any type of soil complete all as specified & as directed.
M&L for hard core of gauge n.exc 63mm, deposited, spread and levelled in layers n exc.15cm thick watered and ramed to a true surface complete all as specified & as directed.
M&L for PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) as in sub base and mass concrete complete all as specified & as directed.
M&L RCC M-25 (Design Mix) in foundations, footings, foundation beams, plinth beams, plinth bands; bases for columns and mass concrete complete all as specified and directed.
M&L RCC M-25 (Design mix) in columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for TMT bars of 10mm dia and over cut to length bent to shape required including cranking bending spirally, hooking ends and binding with mild steel wire not less than 0.9 mm dia(annealed) complete all as specified and directed.
Use & waste of formwork to sides of concrete foundations, footings, bases of columns, sides and soffits (if any) of foundation and plinth beam and similar work vertical or to batter rough finished surfces of concrete complete all as specified and directed.
Use & waste of formwork to sides of columns and stanchions fair finished surfces of concrete complete all as specified and directed.
Returning filling in including spreading, levelling, watering and well ramming in layers n exc 25cm thickness complete all as specified and directed.
Removing excavated soil to a distance n exc 50m and depositing at alevel n exc 1.5m above the starting point complete all as specified and directed.
M&L for brick work with sub class ‘B’ bricks old size, straight or curved on plan exc 6 M mean radius, built in CM 1:4 complete all as specified & directed
M&L for PCC 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in surface drain complete all as specified and directed.
S&F roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. confirming Fe-410-W(Gde-E-250) quality-B and painted one shop coat of zinc chromate primer paint (including preparation of surface) at contractors workshop before fabrication complete all as specified and directed.
S&F for rolled section as in main and cross beams , purlins , rafters where connected to common rafter and running rails etc conforming to Fe- 410-w complete all as specified and directed.
S&F for Plate (plane or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc conforming to Fe- 410-w complete all as specified and directed.
S&F of mild steel screw bolts of diameter of neck 16 to 20 mm (machine made ) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut length of bolt exc 22.5 cm and n exc 30 cm long complete all as specified and directed.
S&F Pre-painted galvalume aluminum zinc coating GI based Plain 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 complete all as specified and directed.
S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
S&F 0.63 mm thick plain sheeting as in wall clading, eaves board valley gutters steel gates and similar works cut to size holes punched including welding screws etc. complete all as specified and directed.
M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide Zinc chrome primer complete all as specified and directed.
M&L for PCC 1:5:10, type D-2 (using 40mm graded crushed stone aggregate) as in sub base and mass concrete complete all as specified and directed.
M&L for PCC 1:2:4, type B-2 (using 40mm graded stone aggregate) as in paving 100 mm thick finishing even and fair complete all as specified and directed.
M&L for forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing commound complete all as specified and directed.
M&L for PCC 1:3:6, type C-1 (using 20mm graded crushed stone aggregate) as in plinth protection laid in alternate pannels finished even and smooth without using extra cement.complete all as specified and directed.
M&L for 15mm thick rendering in CM 1:6 on any faces of brick or concrete surfaces of walls & finishing the surface even and smooth complete all as specified and directed.
M&L for 15mm thick rendering in CM 1:4 on any faces of brick or concrete surfaces of walls & finishing the surface even and smooth complete all as specified and directed.
M&L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of priming paint complete all as specified and directed.
M & L PCC 1:2:4 Type -B1 in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed.
S&F for 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 reveting, etc, and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed.
M&L of preparing of new steel and iron work, of any description and girth, not otherwise described, and treated with tar or coal tar black paint treating small articles such as stop, covers, gully gratings, hold fast, ends of posts, backs of chowkats, etc, area n exc 0.1 sqm each 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. complete all as specified and directed. (each line wire to be measured)
Attar Singh and Sons
Asha Construction
M/S SHRINATH CONTRACTION
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