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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 CrAccepted-AOC | ₹43.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹45.6 CrRejected-Finance 825 GANDHI CHOWK RANIKHET ALMORA | ₹45.6 Cr | L2 | Rejected-Finance Disqualified |
Tender Value
₹36.5 Cr
EMD Value
₹73 L
Closing Date
15 Jan 2022, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Construction Circle Uttarakhand Peyjal Nigam New Tehri
Tender for construction and execution of Hindolakhal Group of Villages Pumping Water Supply Reorganization SchemeII including all Civil and E and M Works and their appurtenant works etc complete in Block Devprayag of Tehri District under Uttarakhand
2021_MDPEY_40963_1
LetterNo3361/508/75 Dated 27.12.2021
Open Tender
Composite Works
365 days
Block Devprayag Distt Tehri
Please refer Tender documents.
3 documents required · 3 mandatory
₹14,160
Executive Engineer Construction Division UKPJN
₹73 L
New Tehri
10 Jul 2025
27 Dec 2021
18 Jan 2022
28 Dec 2021
15 Jan 2022
4 Jan 2022
3 Jan 2022
Amount
PART- A ( CIVIL WORKS ):- Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in hill side cutting or in foundation, 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. (For all building works works including Site Development, except pipe line trenches)
Confirmatory survey , design, Supply, testing, Carting laying and jointingwith welding following sizes API 5L Grade- X-56 pipe at site of work. (The contractor have to survey the site, take levels with total station, measure the length of pipe with metallic tape on prescribed alignment and submit the design of rising main for checking of thickness of pipe before ordering for supply of pipe). On completion of work the laid length of pipe will be deemed eligible for supply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor.)
125 mm dia 4.80 mm tkick
125 mm dia 5.60 mm tkick
250 mm dia 4.80 mm thick
300 mm dia 4.80 mm thick
300 mm dia 5.60 mm thick
300 mm dia 6.40 mm thick
Supply, carting , testing, laying true to aligment and gradient, jointing and fixing of following pipe lines including all specials fittings and other appurtenant works including connecting existing house hold Connections with control plate devices etc complete confirming to IS:1239 at site of works
15 mm dia
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
80 mm dia
Dismentling and relaying of following sizes of G.I. Pipes Medium quality confirming to IS:1239 at site of works
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
Supply and fixing of the following fitting including cartage of materials labour T&P etc. complete.
C.S Non Return valves (PN-1.6)
125 mm W.P. = 30 Kg/cm2
125 mm W.P. = 50 Kg/cm2
250 mm W.P. = 30 Kg/cm2
250 mm W.P. = 50 Kg/cm2
300 mm W.P. = 30 Kg/cm2
300 mm W.P. = 50 Kg/cm2
Supply and fixing of the following fitting including cartage of materials labour T&P etc. complete.
High head Scour/ Sluice valve
125 mm W.P. = 30 Kg/cm2
125 mm W.P. = 50 Kg/cm2
250 mm W.P. = 30 Kg/cm2
250 mm W.P. = 50 Kg/cm2
300 mm W.P. = 30 Kg/cm2
300 mm W.P. = 50 Kg/cm2
Supply and fixing of the following fittings including cartage of materials, labours, T&P etc complete
Wheel valves (Class-I) as per I S 788/1997
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
CI air valve W.P. = 30 Kg/cm2
50mm dia
Air valve 20 mm dia
Subsoil Investigation, drawing, design and construction of following capacity RCC semi sunk reservoir, including testing and commissioning for water tightness, cost of all pipes/fittings etc. required for inlet/outlet/washout/bypass, excavation for foundation, fixing water level indicator, lighening arrester, MS ladder (inside and outside of CWR), MS manhole with locking arrangement, ventilator with mosquito net, railing at top dome, two coat snowcem/distemper/painting. carting & supply of scafolding & shuttering, making supply and cartage of all material, Labour and T&P etc, complete. (Cap. in KL)
Supply of all material labour T&P construct Break preassure tank
Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse) for sluice/air valve, with C.I. surface box 100 mm. as per standard design.
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for sluice/air valve, with C.I. surface box 100mm. as per standard design.
R. R. Stone masonry in 1:6 cement and local sand mortar for protection works on all structures and pipe line.
R. R. Dry masonry for protection works on all structures and pipe line.
MS iron work in reinforcement
Providing and laying in position of reinforced cement concrete (R.C.C.) 1:1.5:3 in cement, sand & 20mm gauge stone ballast including cost of design etc if required but excluding cost of reinforcement .
Providing and laying in position of plain cement concrete (P.C.C.) 1:2:4 in cement, sand & 20mm gauge stone ballast.
Providing and laying in position of plain cement concrete (P.C.C.) 1:4:8 in cement, sand & 80mm gauge stone ballast.
Centering and shuttering works in RCC PCC works
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. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock.
Soil mixed with boulder and bajri
Medium rock
Supply of all materials, labour, T&P etc and construct earthquake/vibration resistant, Pump house at having size 8.00 x 7.00 x 5.00 M. Including drawing, design, testing of soil bearing capacity, pump foundation et complete. Also including excavation for foundation, supply & fixing 01 rolling shutters, glazed windows, ventilator, 0.60 M wide sunshades, arrangement to support girders, CC flooring, cable trench, electrification works, 0.60 M wide appron with drain, 0.60 M wide slab projection and two coat .snowcem/distemper/painting and proper drainage system.or as directed by Engineer in Charge.
Supply of all materials, labour T&P etc complete and repairing works of pump house as per actual requirement as directed by Engineer in Charge.
Supply of all materials, labour and T & P etc. and construction of Staff Quarter (Type I) for Pump Operators and Chaukidar as per type design and drawing.
Supply of all materials, labour T&P etc complete and repairing works of Staff Quarter as per actual requirement as directed by Engineer in Charge.
Provision of 1.5 m high barbed wire fencing including supply of all materials, labour, T&P etc. complete.
Supply of all materials, labour, T&P etc and construct of half brick boundary wall with pillers at 3.00 mt intervals. Also including excavation for foundation , plaster on both sides etc complete.
Provision of M.S Iron gate with pillars including supply of all materials, labour, T&P etc. complete.
Operation and maintenance of the scheme.
SITC of following pumping plants at IPS-IV pumping station
SITC of PUMP
SITC OF BASE PLATE
SITC of MOTOR
SITC of STARTER
SITC of CONTROL PANEL
95 mm² Al. conductor 3.5 core XLPE insulated armoured cable of 1.1 KV grade
50 mm² Cu. conductor 3.0 core XLPE insulated Submersible cable cable of 1.1 KV grade
jointing material such as lugs, tape etc.
Complete double loop GI earthing with material
100 mm dia C.I. D/F Sluice valve of PN-1.0
80 mm dia C.S. D/F Sluice valve of Class 600 ASA
80 mm dia. C.S D/F reflux valve class-600 ASA
PIPE, FITTINGS & SPECIALS (as per site requirement)
pressure gauge with fittings 0-60 kg/cm2
compound gauge with fittings 0(+/-)1.0 kg/cm2
Spare Pump
Spare Motor
Rubber resistance sheet
Tools
SITC of HOT Crane of 3 tonne capacity
Testing of pumps at manufacturer works
SITC of 160 KVA Transformer
Cost of earthing of transformers at each stage including supply of material for required no of GI/ Copper earthing complete with supply of all material, labour and T&P required as per I.E rules.
Cost of fencing of transformers.
S.I.T.C. of following items for automation and customization of software & integration with the existing SCADA station. [for IPS-IV pumping station]
GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS(RTUs shells be integrated with the starter Panel)
GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.
Electromagnetic insertion type flow meters for line sizes 80 mm with local electronics(display and set point facility) and 4-20mA retransmission output to SCADA
Level Transmitter of 10 mt range
Energy meters suitable for automation
Valve autuator for 80 mm dia valve
Actuator Panels
Hard wired timer circuit for actuators
Pressure transmitter
Isolation Transformer (440 V step down 220 V for protection of site automation)
Over voltage & under voltage trip protection (350 V- 450 V)
Signal / Control cabling between RTU and field instruments
2 Core x 1.5 PVC coated flexible screened cable
4 Core x 2.5 sq mm Cu Power cable
4C x 1.5 sq mm PVC coated flexible unscreened Cu cable
10C x 1.5 sq mm PVC coated flexible unscreened Cu cable
Conduit pipe 1" PVC
Conduit pipe 1.5" PVC
Accessories like conduct pipe flexible pipes, PVC bend, AC & DC relays with base, lugs etc.
Internal Electrification of Pump House
Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.
Wiring for circuit/submain alongwith earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
2x2.5 sq. mm + 1x2.5 sq. mm earth wire
2x4 sq. mm + 1x4 sq. mm earth wire
Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.
Supply and fixing of following way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator) 8 Way double door
Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make)
Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete.
Operation & Maintenance of 01 Nos. pumping station 16 hrs per day (at IPS-IV)
Addition/Deduction on rates for per meter change in pumping head (including variation in capacity of pump and motor/starter/panel etc as per new puming head at IPS-IV pumping station)
M/s Kashmirilal Constructions Pvt. Ltd.
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