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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC 213 214 215 HUBTOWN SOLARIS NS PHADKE MARG ANDHERI EAST MUMBAI MUMBAI MAHARASHTRA 400069 | MUMBAI SUBURBAN | MAHARASHTRA | 400069 | ₹2.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹3.0 Cr+₹4.2 L (1.41%)Rejected-Finance | ₹3.0 Cr+₹4.2 L (1.41%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
13 Dec 2024, 12:00 pmClosed
General Manager (Garhwal)
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF FOOTBALL GROUND AT ROSHNABAD, HARIDWAR
2024_MDPEY_77053_2
4084/ Nivida(Garh)Khel D.Dun/133 Dt.14/10/2024
Open Tender
Civil Works
Item Rate
365 days
ROSHNABAD
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM, Temp.Const.Unit(Khel), UKPJN, Dehradun
₹6.0 L
Dehradun
19 Jun 2025
27 Nov 2024
16 Dec 2024
27 Nov 2024
13 Dec 2024
30 Nov 2024
29 Nov 2024
Amount
DSR Item - 2.28.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to50 m and lift up to 1.5 m.All kinds of soil
DSR Item - 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
SOR Item - 4-3-2 Construction of Gravel/ Soil Aggregate Base/Surface by providing well graded material of nominal maximum size grading 10 mm as per Table 2.3 of IRC SP 77- 2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80- 100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.
SOR Item - 4-3-3 Construction of Gravel/ Soil Aggregate Base/Surface by providing well graded material of nominal maximum size grading 5 mm as per Table 2.3 of IRC SP 77- 2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80- 100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008
SOR Item - 11-2-1 Providing and Fillling River Sand Rootzone in Ground as per drawing and technical specification Clause 305.3.9.
DSR Horticulture Item - 2.2 Supplying and stacking of good earth at site i/c royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).
DSR Item - 2.3 Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment)
DSR Item - 2.4.1 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm
DSR Item - 2.5 Rough dressing the trenched ground including breaking clods
DSR Item - 2.6 uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation
DSR Item - 2.7 Fine dressing the ground
DSR Item - 2.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately)
DSR Item - 2.9 Mixing earth and sludge or manure in proportion specified or directed by the officer-in-charge
DSR Horticulture Item - 2.33 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge
NSI Item FOOTBALL GOAL POST WITH NET Uprights & Crossbars made from 75mm x 50mm reinforced aluminium. Fully welded corner joints provide superior strength and added safety. Backbar consist of a single weighted tube with 2 puncture proof cellular rubber wheels allowing for ease of manoeuvrability. 460mm high reinforced aluminium backboard panels with extra thick impact absorbent noisereducing carpet on all inside faces. Polyester powder coated white excluding net supports and backboards which are blue. Size: 7.32m x 2.44m INCLUDING NET. Make Harrod UK or Equivalent per actual requirement, all complete as per direction of Engineerin- charge.
NSI Item Supply, install, test and commission an automated irrigation system with, pop-up sprinkler system, pipes, weather station, pump and complete to provide a uniform coverage with an application rate of up to 6.0mm/ day to the field and to provide, staff training and support. Detailed drawing of the layout to be provided by the contractor. per actual requirement, all complete as per direction of Engineerin- charge.
DSR Item - 2.10.1.2 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
NSI Item Providing and laying PVC slotted pipe 150 mm dia as per IS: 12818 with PVC Jointed with ) including testing of joints etc. complete :150 mm dia. P.C.C. pipe
DSR Item - 23.8 Gravel covering of Perforated PVC Pipes in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge.
SOR Item - 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
SOR Item - 2-2 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.(Based on PWD specifications)
SOR Item - 12-5-4 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
DSR Item - 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
SOR Item - 13-2 Supplying, fitting, andplacingHYSDbar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
SOR Item - 1-5 Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
SOR Item - 12-9 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
DSR Item - 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete.
DSR Item - 16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, boltsand washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm
DSR Item - 13.62.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
SURI CONSTRUCTIONS (BID ID -350913)
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