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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.2 Cr+₹33.4 L (11.8%)Rejected-Finance 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | ₹3.2 Cr+₹33.4 L (11.8%) | L2 | Rejected-Finance L2 |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
3 Nov 2022, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Construction Circle, Uttarakhand PeyJal Nigam, Almora.
Civil Work-water works, Electrical and mechanical works under Rampur Bhanotia Water supply scheme
2022_MDPEY_50834_1
2164/NIVIDA QUOTATION/105, DATE 15/10/2022
Open Tender
Civil Works - Water Works
Item Rate
365 days
Block Chaukhutiya, District Almora
Please Refer to Tender Documents
3 documents required · 3 mandatory
₹5,900
EE, Construction Division, UKPJN, Ranikhet
₹5.9 L
Construction Circle, UKPJN, Almora.
23 Feb 2023
21 Oct 2022
7 Nov 2022
21 Oct 2022
3 Nov 2022
22 Oct 2022
22 Oct 2022
Amount
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)
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.
Providing and laying in position of plain cement concrete (P.C.C.) 1:2:4 in cement, sand & 20mm gauge stone ballast excluding cost of shuttering.
Providing and laying in position of plain cement concrete (P.C.C.) 1:4:8 in cement, sand & 80mm gauge stone ballast excluding cost of shuttering.
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/byepass, excavation for foundation, 0.60 M wide RCC appron with drain, fixing water level idicator, lighening arrester, MS ladder (inside and outside of CWR (outside ladder for 10 Kl & above)), MS manhole with locking arrangement, ventilator with mosquito net, railing at top dome (for 40 Kl & above), 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 and fixing of bucket type clorinator 25 Ltr., including cartage of materials, labours, T&P etc complete
Supply, cartage of following G.I. (med) pipes, specials & fittings site of works, lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & threading of pipe for making up length as required for proper completion of works for new pipe. (Confirming to IS:1239 at site of works.) By specials & fittings:-
15 mm dia (for FHTC)
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work including supply of all materials,labour,T&P etc. complete
15 mm dia
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
80 mm dia
Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete.
15 mm dia
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
80 mm dia
Making of 15 mm dia. ferrule connection from the distribution of village to household with 15 mm brass bib cock, including supply of all material, labour, T&P etc. complete.
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
Soft rock
Gate/ 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
Sluice Valve (PN 1.60)
80 mm dia
C.I. Air Valve (Screwed)
20 mm dia
Constructing masonry Chamber 60 x 60 x 75 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.
M/s Kashmirilal Constructions Pvt. Ltd.
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