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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.9 LAccepted-AOC 317 GALI NO 2 GANGA NAGAR RISHIKESH | RISHIKESH | UTTARAKHAND | ₹70.9 L | L1 | Accepted-AOC AOC |
| 2 | L2₹77.2 L+₹6.3 L (8.92%)Rejected-Finance | ₹77.2 L+₹6.3 L (8.92%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | L3₹78.1 L+₹7.2 L (10.2%)Rejected-Finance | ₹78.1 L+₹7.2 L (10.2%) | L3 | Rejected-Finance Highest Rate Quoted by bidder |
| 4 | L4₹79.5 L+₹8.6 L (12.2%)Rejected-Finance 302 | UDAM SINGH NAGAR | UTTARAKHAND | 244713 | ₹79.5 L+₹8.6 L (12.2%) | L4 | Rejected-Finance Highest Rate Quoted by bidder |
| 5 | L5₹80.0 L+₹9.1 L (12.9%)Rejected-Finance SECTOR 8E 519 BAURADI NEW TEHRI | DEHRADUN | UTTARAKHAND | 248008 | ₹80.0 L+₹9.1 L (12.9%) | L5 | Rejected-Finance Highest Rate Quoted by bidder |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
13 Aug 2020, 5:00 pmClosed
General Manager
Office of Chief General Manager Construction Wing UKPJN 403/1 Indira Nagar Dehradun
CONSTRUCTION OF BOUNDARY FENCING AT I.T.I. SAHASPUR, DEHRADUN
2020_MDPEY_25074_1
1639/Nivida(Garhwal)/267 Dated 22/07/2020
Open Tender
Civil Works
Item Rate
180 days
SAHASPUR
Please refer tender document.
3 documents required · 3 mandatory
₹5,900
PM, Const. Unit, UKPJN, Dehradun
₹2.0 L
Dehradun
28 Jun 2025
23 Jul 2020
17 Aug 2020
24 Jul 2020
13 Aug 2020
28 Jul 2020
27 Jul 2020
Amount
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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
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, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
M/S VIR BAHADUR YADAV
Sunil Kumar Bhatt
PRAMOD KUMAR
M/s Sangam Builders
M/S RANBIR SINGH
Shri Balaji Enterprises
M/s Girish Kumar
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