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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.1 LAccepted-AOC 2ND FLOOR A 22 NEAR BHAGWATI GARDEN BHAGWATI GARDEN EXTENSION DWARKA MOR NEW DELHI WEST DELHI WEST DELHI DELHI 110059 UDYAM HR 14 0000924 | WEST DELHI | DELHI | 110059 | L-1 | Accepted-AOC L-1 BIDDER | |
| 2 | L-2₹8.5 L+₹1.4 L (19.2%)Rejected-Finance | L-2 | Rejected-Finance NOT L-1 BIDDER | |
| 3 | L-3₹8.8 L+₹1.7 L (24.5%)Rejected-Finance | L-3 | Rejected-Finance NOT L-1 BIDDER | |
| 4 | Rejected-Technical | - | Rejected-Technical Party is rejected technically by NRPL, Bharatpur due to non-meeting of prequalification criteria as per the tender.Party is commercially not evaluated further as the party is technically rejected by the Indenting department. |
Tender Value
Refer Docs
EMD Value
₹9,098
Closing Date
10 Aug 2020, 3:00 pmClosed
Chief Technical Services Manager
Indian Oil Corporation Ltd., Pipelines Division Bijwasan New Delhi
Development of lawn area at NRPL Bharatpur.
2020_NRBIJ_121049_1
PMJTS20014
Open Tender
Civil Works
Works
270 days
NRPL Bharatpur
Please refer Tender documents.
9 documents required · 9 mandatory
₹9,098
Yes
13 Jan 2021
28 Jul 2020
11 Aug 2020
28 Jul 2020
10 Aug 2020
1 Aug 2020
Site cleaning Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, disposing of rubbish and soil not suitable for gardening out of plot area to an unobjectionable area as directed by Site Engineer. The roots of the trees shall be removed and earth levelled and rammed complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
Supply good earth for lawn Supplying and filling good earth for lawns & in plantation area, in layers not exceeding 20 cm depth in one operation including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per direction of the Site Engineer/ Engineer-in-Charge. (Note: Volume of earth to be calculated for the payment shall be the volume of stacked earth after reduction by 20%).
Grassing Trenching in ordinary soil up to a depth of 10 cm, refilling the excavated earth after breaking clods & mixing with manure in proportion 8:1(8 parts stacked volume of earth : 1 part of stacked volume of manure of approved quality) flooding with water, filling with earth, if necessary including levelling etc. (supply of manure included). Grassing with doob/grass in rows of 5 cms apart in either direction including watering and maint. for 30 days complete for making lawns free from weed etc. including supply of water. Note During this period if the grass dies at some place, grassing will be done by contractor at his own cost.
Hedging Trenching in ordinary soil up to a depth of 10 cm, refilling the excavated earth after breaking clods & mixing with manure in proportion 8:1(8 parts stacked volume of earth : 1 part of stacked volume of manure of approved quality) flooding with water, filling with earth, if necessary including levelling etc.(supply of manure included), planting, hedging and shrubbing in 60 cms width in rows, including watering and maintenance for 30 days complete for raising edges. Note During this period if the grass dies at some place, hedging will be done by contractor at his own cost.
Grassing Maintenance Maintenance of lawn grass for six months including watering at least thrice in a month, cutting, trimming, removing grass, vegetation including labour and all materials, tools and tackles etc. complete as directed by Engineer in Charge. Unit of measurement for payment is per sq. meter per month note: during contract period if grass dies then replantation of the hedge is to be done by contractor at his own cost
Hedging Maintenance Maintenance of hedges for six months including watering, removing of foreign vegetation, grass etc. complete in all respects including supply of tools, tackles complete as directed by the Site Engineer. Unit of measurement for payment is per meter per month note: during contract period if hedges dies then replantation of the hedge is to be done by contractor at his own cost.
Water pipe & fittings Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS-15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling crossing of road and pathway and testing of joints complete as per direction of the Engineer-in-Charge. a)32 mm Pipe
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS-15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints crossing of road and pathway complete as per direction of the Engineer-in-Charge. a)20 mm Pipe
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 20mm nominal bore
Constructing Masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5
Tube Well Construction of tube-well from ground levels and up to 150 Meter depth to accommodate housing and assembly pipe in all types of alluvium strata by boring of dia 300 mm by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended up to date (The work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water)
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of 150 mm dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe (Slotted filter ) of 150 mm dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
Providing and fixing 150 mm dia size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing
Providing and fixing M.S. clamp of 150 mm dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
Providing and fixing Bail plug/ Bottom plug of 150 mm dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).
Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 300 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor(water proof cable 3C*4 Sq. mm up to 100 meter) and incoming feeder to starter (3c*4sqmm armoured wire up to 100m) including pipe (40mm CPVC Pipe up to 150 m) with all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, specifications and directions of the Engineer-in-Charge. 22.16.3 5 HP Motor 3-phase
M/s. Mukesh Construction Company
Satnam Construction
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