Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC C 62 SHATABDI NAGAR ALIGARH 202001 UTTAR PRADESH | ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | ₹1.2 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.5 Cr+₹32.7 L (28.2%)Rejected-AOC | ₹1.5 Cr+₹32.7 L (28.2%) | 2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
18 Aug 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Uttarakhand Jal Sansthan Haldwani situated at Tikoniya Nainital Road Haldwani District Nainital
Construction of Bachi Nagar 2 Water Supply Scheme including, Supply Installation, testing and commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Haldwani
2022_UKJS_47787_4
1978/Jal Jeevan Mission/ Nivida/26 dated 30.07.20
Open Tender
Civil Works - Water Works
Item Wise
180 days
Haldwani
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, UJS
₹2.6 L
Haldwani
18 Sept 2023
10 Aug 2022
20 Aug 2022
10 Aug 2022
18 Aug 2022
10 Aug 2022
12 Aug 2022
Rates for Construction of Bachi Nagar 2 Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Haldwani Block.
Construction of Overhead Tank
Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of 100 KL and 12m staging with 1.00m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x1m R.C.C. landing at suitable locations and railed with 3 rows of
Boundary wall works
Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete At proposed OHT Campus
Provision of Iron Gate with Pillars of following sizes complete 3.6 m wide
Rising Main Pipe line
Excavating in soil mixed with single boulders etc. requireing the use of specials T&P, if any, forpipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of wate TW 77 HG to T-1 (150mm dia) 4.8 mm thick
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 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 F.P.S. bricks.
: E & M WORK AND ACCESSORIES FOR TUBEWELL WORK
Lifting/lowering of 150 mm dia. Column pipe with supply and fixing including nut bolt, rubber packing, submersible cable jointing and NRV repair complete in all respect including cost of materials with all T&P required.
Supply and fixing of 400 Amp TPN main switch 3 phase, 415 volt, 50 H havells make heavy duty double break main switch with HRC fuse making connection at this testing complete work etc at inter college tubewell.
Supply of 150mm dia Column pipe, 6.4 mm thick -
Supply and fixing of suitable 16 mm thick MS Flange for column pipe both end with fixing trangle support and cutting of groove for cable all complete with labour& T&P
150mm dia size column pipe clamps.
Lifting tackle 10 tonne capacity Chain pulley. taparia make
Installation/Unforseen. (Including Providing and fixing of Clorinatior Dozer and other works)
Distribution of Pipe Line Works.
Excavating in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.(0.6 +dia)(1.0+dia)
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road
Demolishing cement concrete manually/ by mechanical means incl- uding disposal of material within 50 metres lead as per direction of Engineer - in - charge. - for CC road
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.-For Reinstatement
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. HDPE Pipe Confirming to IS: 4984-1995/ PE-100 Grade Normal Pressure (PN) in 6.0 Kg/Cm2 63 mm dia
75 mm dia
90 mm dia
110 mm dia
140 mm dia
160 mm dia
200 mm dia
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and co 200 mm dia
150 mm dia
125 mm dia
100 mm dia
65 mm dia
50 mm dia
Constructing masonry Chamber , inside with 75 class designation 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 RC 90x90x100
Bulk water meter (Electromagnetic flow meter) based on Microprocessor 100 mm
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 chaine
Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, 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. 15 mm dia GI Pipe
Providing of all materials, Carting from site store to site o fwork, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 15 mm dia GI Pipe
Making ferrule connection in the existing main of 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. 19.01 Ferrule Connection (Labour cost only)/Connection. Ferrule Connection (Labour cost only)
Cost of Material for ferruling in FHTC per connection as Lump Sum
HMS INFRATECH PRIVATE LIMITED
stage.html
html • 0.04 MB
tech_eval.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 • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .