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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-AOC | ₹1.0 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.0 Cr+₹37,064 (0.37%)Rejected-Finance | ₹1.0 Cr+₹37,064 (0.37%) | 2 | Rejected-Finance L2 |
| 3 | 3₹1.0 Cr+₹1.2 L (1.21%)Rejected-Finance | ₹1.0 Cr+₹1.2 L (1.21%) | 3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard Copy Not Submitted |
Tender Value
₹1.0 Cr
Closing Date
12 Jan 2022, 5:00 pmClosed
Superintending Engineer
Superintending Engineer Construction Circle Uttarakhand Peyjal Nigam, Kathgodam, Haldwani
Construction Testing and Commissioning of RCC OHT Pump House DI K9 Rising main HDPE Pipe distribution System and FHTC etc of Hameerawala GOV Water Supply Scheme in Block Jaspur Distt US Nagar
2021_MDPEY_41016_1
6348/613 /604 Dated 24.12.2021
Open Tender
Civil Works
Item Rate
365 days
Hameerawala Village Block Jaspur
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer P.I.U. (AMRUT) UKPJN Kashipur
Exempted
Kashipur
9 Feb 2023
29 Dec 2021
14 Jan 2022
29 Dec 2021
12 Jan 2022
2 Jan 2022
1 Jan 2022
Amount
Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials and specials.HDPE PN-6.0 PE-100 (Make- Apollo, Jain Irrigation, Aashirwad, Supreme, Vectus, Astral, B.R. Polyplast, Relience)
Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
80 mm dia
100 mm dia
125 mm dia
Constructing masonry Chamber 90x90x100 cm inside for Sluice Valve , in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/ 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
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
Water bound macadam road
Bituminous road
Constructing masonry Chamber of size 45x45x60cm inside for Air valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks
Providing and fixing enclosed type electro magnetic water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (Make- ARAD, Itron(ACTORIS), Baylan, Zeneer) (The tail pieces if required will be paid separately) : 100mm dia nominal bore
Providing and fixing C.I dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 100 mm dia
Instalation of Product Pipe by Auger Boring method including making of entry and exit pits, all related civil works like excavation, horing/ strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. (upto 80 meter installation length) Upto 300 mm dia (In all type of Soil)
Disposal of Road rubbish/ malba/ earth/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing o fconcrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old 50% old tiles to be used
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 50% new tiles to be required
Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead :
Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camberand including supply of briks, fillingj oints with local sand and spreading blinding coat 1cm (3/8")depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work.
Laying of brick on edge pavement by old Bricks for Ist stage reinstatement (old brick obtained from the site shall be used) and preparing the surface complete as per direction of engineer in charge.
House Service Connection
Providing and supplying blue MDPE pipes confriming to ISO 4427:1996 manufactured from vergin PE 80 foot grade compounded raw material having blue colour only with quality agencies like WRC/CIPET (india) /DVGM/KIWA/SPGN for usage in drinking water with quality system alll comlete including cost all taxes, inspection comlete job as per secification and direction of E/I. 20 mm dia pipe. PN 16 (Make:- Duraline, EPC, Ashirwad, Astral, Oriplast, B.R. Polyplast, Jain Irrigation)
Providing and fixing SS Flow Control Non Return Valve for Avg. Flow 5 lpm. Material of construction to be SS 304. Connection threading IS:554 BSPT, ISO: 7-1. Valve consiste of proprietary design which regulates the designed flow. All machined parts shall be manufactured on CNC lathe machine. Casting is not allowed. The valve is designed to prevent illegal tapping of water by using electric suction motor. Flow control Valve (SS) 5 lpm (Ave. Flow at 0.5 - 1.0 kg/ cm2) (Make:- Kimplas, Georg Fischer, Aiwa)
Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
Providing and fixing PP clamp Saddles shall comply with AS/ NZS 4129 or relevant International Standards - Mechanical tapping saddles for waterworks purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP saddles shall be black with moulded Brass metal female threaded outlets. Seal shall be Thermoplastic elastomer rubber suitable for drinking water and nut-bolt-washer with MS with trivalent blue. Maximum working pressure rating of 16 bar. (Make:- Kimplas, Georg Fischer, Aiwa) Size:- 80mm & above
Suppl & fixing PP Compression Metal Insert Female Thread Adaptor with SS304 material with BSP Threads as per ISO 14236 standard. Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the laboratories like DVGM / KIWA / SPGN / WRc –NSF and certificate of compliance to be produced for the following parameters. (Make:- Kimplas, Georg Fischer, Aiwa)
Supply & fixing Double Compression Elbow with Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the laboratories like DVGM / KIWA / SPGN / WRc –NSF and certificate of compliance to be produced for the following parameters. (Make:- Kimplas, Georg Fischer, Aiwa)
Supply & fixing UPVC Ball Valves, with compression- female threaded 20mm withBody, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the laboratories like DVGM / KIWA / SPGN / WRc –NSF and certificate of compliance to be produced for the following parameters. (Make:- Kimplas, Georg Fischer, Aiwa)
Making ferrule connection in the existing main of D.I., G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. Ferrule Connection (Labour cost only)
M/S A.K. UPADHYAY
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