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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | sushilprasad L1 |
|---|---|---|---|---|
| 1.00Boundary wall | ||||
| 2.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar | 421.2 | Cum | 1,595.27 ₹6,71,927.72 Lowest |
| 3.00 | 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. All kinds of soil. | 1,063.13 | Cum | 229.43 ₹2,43,913.92 Lowest |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 585.23 | Cum | 165.37 ₹96,779.49 Lowest |
| 5.00 | 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 | 747.35 | Cum | 199.74 ₹1,49,275.69 Lowest |
| 6.00 | 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). | 110 | Cum | 5,264.76 ₹5,79,123.6 Lowest |
| 7.00Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | ||||
| 8.00 | Work Up to plinth Level | 377.26 | Cum | 7,272.33 ₹27,43,559.22 Lowest |
| 9.00 | Work Up to plinth level upto floor V level | 101.69 | Cum | 8,548.65 ₹8,69,312.22 Lowest |
| 10.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | 56.39 | MT | 75,930.58 ₹42,81,725.41 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
31 Mar 2022, 3:00 pmClosed
PM BRIDCUL
BRIDCUL, OPP GOVI ITI NIRANJAPUR SAHARANPUR ROAD DEHRADUN
Construction of Boundary Wall for HNB Medical Education University Dehradun, Uttarakhand- 2nd call
2022_BRID3_42073_1
1309/BRIDCUL/233/1/22 DATED 14.03.2022
Open Tender
Civil Works
Item Rate
270 days
DEHRADUN
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
PROJECT MANAGER PROJECT UNIT DEHRADUN BRIDCUL
₹3.4 L
BRIDCUL DEHRADUN
1 Apr 2022
16 Mar 2022
31 Mar 2022
16 Mar 2022
31 Mar 2022
23 Mar 2022
22 Mar 2022
Amount
Boundary wall
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
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. All kinds of soil.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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 machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
Work Up to plinth Level
Work Up to plinth level upto floor V level
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Centring and shuttering for foundations, footings, bases of columns etc. for mass concrete
Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts
Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers
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 : Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 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)
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, kilogram gates and similar works.
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 sq.m shade with ordinary paint 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
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