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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-AOC | ₹1.4 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.7 Cr+₹24.3 L (16.8%)Rejected-AOC | ₹1.7 Cr+₹24.3 L (16.8%) | 2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹3.3 L
Closing Date
16 Aug 2022, 5:00 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER UTTARAKHAND JAL SANSTHAN, RAMNAGAR DIVISION
Construction, Testing and Commissioning of Pawalgarh and Mankanthpur MVS Water Supply Scheme with Rising main, Distribution Main and Distribution Pipe Line, 150 KL CWR construction and FHTC etc. at Kotabagh Block District Nainital
2022_UKJS_47608_3
1493/E-Nivida/101/2022-23 dated 26.07.2022
Open Tender
Civil Works - Water Works
Item Wise
180 days
Ramnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Executive Engineer, UJS
₹3.3 L
12 Sept 2023
4 Aug 2022
19 Aug 2022
4 Aug 2022
16 Aug 2022
5 Aug 2022
Rates for Construction, Testing & Commissioning of Pawalgarh&Mankanthpur MVS Water Supply Scheme with Rising main, Distribution Main & Distribution Pipe Line, 150 KL CWR construction & FHTC etc. at Kotabagh Block District Nainital.
Cost of Construction of CWR 150 KL
Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with MS ladder outside tank and aluminium ladder insude of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2. The Cost of CWRs of Corresponding capacities has been given in Rs. per litre.
Cleaning of 20KL Tank
Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in- Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
Dismentling of 40 KL Tank
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Fencing
Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately).
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all Kind of Soil
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Safety Net Over Tank Chamber & Filter media Chamber Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm, PVC coated to outer dia 5 mm
Installation of Filter Media S.S. Perforated Pipe
Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Removal of Filter Media
Sign Board-Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
Cartage of materials by mechanical means including its loading but excludding its stacking milagecoverd in km.Catage from 6 km. up to 10 km. ( KM) Cartage of all material from items No 1 to 7(620.14kg x 7 km =4340.98 kg/km)
Distribution, Pawalghar - 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 for House shifting house Connection @ 4 mtr per Connection
65 mm dia
80 mm dia
100 mm dia
125 mm dia
Cartage of materials by mechanical means including its loading unloading but excluding its stacking Milage covered in km. Cartage from 6 km. up to 10 km.(497kg x7km = 3481.03
Providing of all materials, Carting from site store to site of work, 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 15 mm dia for House shifting house Connection @ 20 mtr per Connection
65 mm dia
80 mm dia
100 mm dia
125 mm dia
Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing. 15mm- to 25 mm
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 Lumpsum
Cartage of C.I./C.S. Sluice or Reflex Valves of 150 to 200 mm dia sizes to the site of work, lowering in already prepared trenches and fixing them in position, but excluding cost of earth work and all material. (Labour cost only)
100 mm dia
150 mm dia
C.I. Air Valve Double Acting. PN 1.0, 50 mm dia
Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :150 mm dia
Providing, Supplying and Fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc, complete as per standard/ technical specification :80 mm dia
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Road Rstoration
Providing and laying in position cement concrete of specified of grade excluding the cost of centering and shuttering -all work up to plinth leval :1:5:10 (1 cement : 5 coarse sand (zone-III :10 graded Stone aggregate 40mm nominal size
Constration of Valve Chamber
Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 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 :
Distribution (Mankanthpur)
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 for House shifting house Connection @ 20 mtr per Connection
40 mm dia
80 mm dia
100 mm dia
Cartage of materials by mechanical means including its loading unloading but excluding its stacking Milage covered in km Cartage from 6 km. up to 10 km.
Providing of all materials, Carting from site store to site of work, 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 15 mm dia for House shifting house Connection @ 20 mtr per Connection
40 mm dia
80 mm dia
100 mm dia
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 Lumpsum
125 mm dia
C.I. Air Valve Double Acting. PN 1.0, 50 mm dia
Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 80 mm
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 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 :
M/S VIDDUT KUMAR JAIN
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