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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.1 LAccepted-AOC VILL P O TIKOLA KALAN ROORKEE HARIDWAR | HARIDWAR | UTTARAKHAND | 247656 | L1 | Accepted-AOC lowest rate | |
| 2 | L2₹81.7 L+₹1.3 L (1.63%)Rejected-Finance PAURI GARHWAL | UTTARAKHAND | 246001 | L2 | Rejected-Finance higher rate | |
| 3 | L3₹82.5 L+₹2.1 L (2.57%)Rejected-Finance GRAM KANGRI POST SHYAMUR DISTRICT HARIDWAR UTTARAKHAND | L3 | Rejected-Finance higher rate | |
| 4 | L4₹82.8 L+₹2.4 L (3.00%)Rejected-Finance | L4 | Rejected-Finance higher rate | |
| 5 | L5₹89.0 L+₹8.6 L (10.7%)Rejected-Finance 828 GANESHPUR NEAR GANESH CHOWK ROORKEE 247667 HARIDWAR U K | HARIDWAR | UTTARAKHAND | 247667 | L5 | Rejected-Finance higher rate |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
11 Apr 2023, 6:00 pmClosed
superintending engineer circle Dehradun
S.E. RWD Circle Dehradun Office , Tapowan marg, Raipur Road Dehradun
Construction of Boundry wall at Haridwar Sector1A Inderlok colony
2023_RES_56856_1
RDW_Haridwar_19(1)_2023
Open Tender
Civil Works - Buildings
Item Rate
120 days
Haridwar Sector1A Inderlok colony
As Per Tender Notice
3 documents required · 3 mandatory
₹4,720
As per tender notice
₹1.9 L
S.E. RWD Circle Dehradun
19 May 2023
29 Mar 2023
12 Apr 2023
29 Mar 2023
11 Apr 2023
29 Mar 2023
10 Apr 2023
Amount
Earth work in excavation by mechnianical means (hydraulic excavator)/ manual means in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5m and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. D.S.R.2.8.1
Providing and laying in position cement concrte 1:4:8 (1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R.4.1.8
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level ;1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) D.S.R.5.1.2
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in ;Cement mortar 1:6 (1 cement : 6 coarse sand)D.S.R.6.1.2
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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)D.S.R.5.2.2
Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand ) D.S.R.6.4.2
Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concreteD.S.R.5.9.1
Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers ,Abutments posts and struts D.S.R.5.9.6
Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.D.S.R.5.9.5
Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete T.M.T. bars D.S.R.5.22.6
12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortor.D.S.R.13.1.2
15mm thick plaster on the rough side of mix 1:6 ( 1 cement : 6 fine sand) mortar.D.S.R.13.2.2
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, 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 provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
SANJAY AGARWAL
RIJWAN ALI
M/S KOKAB ENTERPRISES
muneshtyagi
Subodh Kumar
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