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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.9 LAccepted-AOC | L1 | Accepted-AOC As directed by CWC, Contract Agreement is placed on the L1 Contractor, S. Vinayagamurthy, Thiruvallur at their revised quoted Total amount of Rs. 70,92,966 /- for the subject work. | |
| 2 | L2₹77.6 L+₹6.6 L (9.31%)Rejected-Finance | L2 | Rejected-Finance Being L2 Contractor. Not Accepted. | |
| 3 | L3₹82.4 L+₹11.4 L (16.1%)Rejected-Finance | L3 | Rejected-Finance Being L3 Contractor. Not Accepted. |
Tender Value
₹83.6 L
EMD Value
₹1.5 L
Closing Date
13 Sept 2024, 2:00 pmClosed
THE CGM, HVF
THE CGM, HVF, CEO, AVADI, CHENNAI 600 054
PROVISION OF COMPOUND WALL AROUND MAIN WATER PUMP HOUSE, G-TYPE, E-TYPE, NURSERY WATER TANK AND SPECIAL REPAIRS TO THE DAMAGED PERIMETER WALL AROUND HVF ESTATE AREA.
2024_AVNL_204710_1
HVF/TE/13025/CEO/2024-25/26
Open Tender
Civil Works
Works
365 days
HVF ESTATE
DETAILS ENCLOSED.
7 documents required · 7 mandatory
₹0
₹1.5 L
30 Oct 2024
14 Aug 2024
14 Sept 2024
14 Aug 2024
13 Sept 2024
14 Aug 2024
Amount
A Grubbing up tree trunk including cutting of trunk portion protruding over ground , digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50 m and clearing site, girth of tree exceeding 150 cm and not exceeding 200 cm.
Removal of bushes/shrubs around.
Dismantling posts or struts ( R.C.C.) any section, including taking out embedded portion and making good disturbed ground.Concrete, brick work, masonry, etc
Surface dressing n exc 15 cm deep Hard/dense soil
Demolition of Brick work built in cement mortor of any description
Demolition of reinforced Concrete structure of any description.
Earth work excavation in hard/ dense soil in trenches width and depth not exceeding 1.50m and getting out.
Material and labour for sand filling under foundation including watering and consolidation.
Material and labour for PCC Type B1 1:2:4 20mm graded aggregate in flooring.
M & L for PCC 1:3:6, C2 Type using 40mm graded aggregated in flooring.
M & L for providing reinforcement cement concrete in Footings, piles, Plinth beam with cement concrete A1 Type, 1:1.5:3 mix using M20 (20mm graded aggregated.)
M & L for providing reinforcement cement concrete in column, pillars and struts with cement concrete A1 Type, 1:1.5:3 mix using M20(20mm graded aggregated).
M & L for form work to sides of concrete foundation, bases of column, beam sides and soffits of foundation,fair Finish and plinth beams.
M & L for form work fair finish to RCC members such as columns, pillers etc.,square, rectangular or polygonal
Supply and fixing of twisted MS Bars 10mm dia and over, cut to length bent to shape required including cranking, bending, spiraling for hoping for columns, hooking ends and binding with MS Wire not less than 0.9mm dia or securing with clips.
Supply and fixing of twisted MS Bars 6mm dia up to 8mm dia cut to length bent to shape required including cranking, bending, spiraling for hoping for columns, hooking ends and binding with MS Wire not less than 0.9mm dia or securing with clips.
M & L for Brick work built in CM.1:6 using Sub-Class “B” Bricks,straight or curved on plan exc 6m mean radius built in .
M & L for providing plastering in CM 1:4, 15mm thick on brick / concrete surface.
M & L for Extra over rendering or plastering for work in isolated widths or in widths not forming part of general plastering such as in bands, sunk panels,cornices, skirtings, drip moulds and similar work not exc 15 cm in width or girth; including cutting to edges, all mitres and stopped ends,etc.
M & L for cement paint two coats over a coat of primer paint on newly prepared wall surfaces.
Returning / refilling of soil / loose including spreading, leveling, watering and well ramming in layers not exceeding 25cm.
Removal of excavated soils exceeding 250m but not exceeding 500mm and depositing where directed.
Cutting holes in brick walls built in cement mortar Exc.half brick work but not exc.one brick for inserting hold fasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B1 as required.
S & F of Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; and hung gates including pintle hinges stops hand made sliding bolts etc similar work conforming to Fe.290.Gde-E-165 includind removal of existing damaged gate .
S & F of galvanized, 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 galvanized mild steel wire, staples or steel pins etc., as directed (each line wire to be measured).
S & F of GI Concentrena wire of 600mm dia made of high tensile wire of 2.50mm having a strength of 165Kgs/Sq.mtr and the razor barb type of 0.52mm thick with barb width of 12mm and length of 10mm and weight 43.47 gm/M coated Zinc 120gsm/sqmt having 45-50 loops with 3 clips per loop giving a coverage of 5.5 to 6.0meter per coil.
M & L for painting to steel surfaces of any description, over 10cm in width or girth,with two coats of synthetic enamel paint over a coat of primer Red oxide, zinc chrome including preparing new surfaces.
Material and labour for Precast cement concrete Type B1 1:2:4 20 mm graded aggregate set in cement mortar 1:6 in landings, cover slabs, manholes chullah hoods, chajjas water troughs, mangers, shelves and similar articles with plain faces (cover slab)
S & F of PVC 110mm dia Pipes single socketed, in any length with rubber ring joints laid in trenches or in floors.
Santhosh Infrastructure
VIJAYALAKSHMI ENETERPRISES
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tech_eval.pdf
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