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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹6.7 L (5.01%)Admitted-Finance | ₹1.4 Cr+₹6.7 L (5.01%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹16.4 L (12.3%)Admitted-Finance | ₹1.5 Cr+₹16.4 L (12.3%) | L3 | Admitted-Finance |
| 4 | L4₹1.5 Cr+₹17.7 L (13.3%)Admitted-Finance | ₹1.5 Cr+₹17.7 L (13.3%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 Cr+₹24.6 L (18.4%)Admitted-Finance | ₹1.6 Cr+₹24.6 L (18.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Veer Kanwar Singh L1 | PAWAN KUMAR GUPTA CONTRACTOR L4 | SALEEM ALAM, GOVT CONTRACTOR L2 | M/s Naresh Kumar L3 | Mahesh Kumar L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Breast Wall and Drain:-Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil | 1,320.96 | Cum | 90 ₹1,18,886.4 Lowest | 240 ₹3,17,030.4 | 100 ₹1,32,096 | 140 ₹1,84,934.4 | 150 ₹1,98,144 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) including all leads lift carfriage complete job | 209.76 | Cum | 2,600 ₹5,45,376 | 2,200 ₹4,61,472 Lowest | 3,200 ₹6,71,232 | 2,400 ₹5,03,424 | 2,500 ₹5,24,400 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including all leads lift carfriage complete job | 198.24 | Cum | 3,800 ₹7,53,312 | 4,400 ₹8,72,256 | 3,650 ₹7,23,576 Lowest | 4,000 ₹7,92,960 | 4,200 ₹8,32,608 |
| 4.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers •. abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills,sunken floors fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing: 1 3 6 (1 cement 3 coarse sand 6 gradea stone aggregate 20mm nommal SIZe!Crushed including all leads lift carfriage complete job | 304.8 | Cum | 4,100 ₹12,49,680 | 5,400 ₹16,45,920 | 3,900 ₹11,88,720 Lowest | 4,500 ₹13,71,600 | 4,200 ₹12,80,160 |
| 5.00 | Dry random rubble masonry with hard stone in foundation and plinth: Using nallah stone with bond stone | 300.48 | Sqm | 700 ₹2,10,336 Lowest | 1,800 ₹5,40,864 | 1,900 ₹5,70,912 | 1,500 ₹4,50,720 | 800 ₹2,40,384 |
| 6.00 | Centring and shuttermg including strutting, propping etc. and removal of form for· Foundations: footings, bases of columns etc. for mass concrete. | 1,440 | Sqm | 20 ₹28,800 Lowest | 80 ₹1,15,200 | 100 ₹1,44,000 | 120 ₹1,72,800 | 200 ₹2,88,000 |
| 7.00 | Centring and shuttermg including strutting, propping etc. and removal of form for· Retatning walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and strmg courses fillets etc | 777.6 | Sqm | 22 ₹17,107.2 Lowest | 250 ₹1,94,400 | 150 ₹1,16,640 | 150 ₹1,16,640 | 300 ₹2,33,280 |
| 8.00 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1
cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete including all leads lift carfriage complete job | 652.8 | Sqm | 100 ₹65,280 | 280 ₹1,82,784 | 300 ₹1,95,840 | 375 ₹2,44,800 | 40 ₹26,112 Lowest |
| 9.00 | 12mm Cement plaster of mix: 1:4 including all leads lift carfriage complete job | 1,522.56 | Sqm | 300 ₹4,56,768 | 220 ₹3,34,963.2 | 195 ₹2,96,899.2 Lowest | 300 ₹4,56,768 | 200 ₹3,04,512 |
| 10.00 | Construction of Rubble Masonry Wall on the Back Side of Deer Enclosure Along the Road:- Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil | 139.34 | Cum | 300 ₹41,802 | 225 ₹31,351.5 | 100 ₹13,934 Lowest | 200 ₹27,868 | 150 ₹20,901 |
Tender Value
₹2.2 Cr
EMD Value
₹4.3 L
Closing Date
11 Nov 2021, 4:30 pmClosed
Additional Wildlife Warden Jambu Zoo
Manda Deer Park, Near Hotel ashoka, Manda, Jammu
Balance work for the inernal road at Jambu Zoo
2021_FD_144661_1
49/WLW/JZ of 2021-22
Open Tender
Civil Works
Item Wise
45 days
Jambu Zoo, Nagrota
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Additional Wildlife Warden
₹4.3 L
15 Nov 2021
21 Oct 2021
12 Nov 2021
21 Oct 2021
11 Nov 2021
21 Oct 2021
Amount
Construction of Breast Wall and Drain:-Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) including all leads lift carfriage complete job
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including all leads lift carfriage complete job
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers •. abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills,sunken floors fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing: 1 3 6 (1 cement 3 coarse sand 6 gradea stone aggregate 20mm nommal SIZe!Crushed including all leads lift carfriage complete job
Dry random rubble masonry with hard stone in foundation and plinth: Using nallah stone with bond stone
Centring and shuttermg including strutting, propping etc. and removal of form for· Foundations: footings, bases of columns etc. for mass concrete.
Centring and shuttermg including strutting, propping etc. and removal of form for· Retatning walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and strmg courses fillets etc
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete including all leads lift carfriage complete job
12mm Cement plaster of mix: 1:4 including all leads lift carfriage complete job
Construction of Rubble Masonry Wall on the Back Side of Deer Enclosure Along the Road:- Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) including all leads lift carfriage complete job
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including all leads lift carfriage complete job
Centring and shuttermg including strutting, propping etc. and removal of form for· Foundations: footings, bases of columns etc. for mass concrete.
Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like:Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah. including all leads lift carfriage complete job
POINTING ON STONE WORK Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete including all leads lift carfriage complete job
Construction of Drain:- Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shamtrs, wells, cesspits and the like not exceeding 1 Osqm on plan, depth upto 1.5mtr.including disposal of excavated earth upto 1 mtr fromcutting edge, disposed earth is to be levelled and neatly dressed in:All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) including all leads lift carfriage complete job
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including all leads lift carfriage complete job
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) including all leads lift carfriage complete job
Centring and shuttermg including strutting, propping etc.and removal of form for·Foundations: footings, bases of columns etc. for mass concrete
Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 co.:Hse sand 4 graded stone aggregate 20mm nominal size i Crushed including all leads lift carfriage complete job
Laying of Crates:- Excavation work in excavation by manual means for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 M including the disposal of excavated earth upto 1 M from the cutting edge, disposed earth to be levelled and neatly dressed in all kinds of soil.
Filling of stones or spawls into crates and hand packing in vertical and side slopes including supply of stones
Cost of Crates
Slip Clearance:- Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
Providing and RBM,WBM G-II , WBM G-III on Internal Road:- Supplying, laying,Stacking and compacting RBM and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
Supplying and stacking of graded stone aggregate at site of size range (excluding carriages) 63 mm to 45 mm Nallah. 2 layer
Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
Supplying and stacking of graded stone aggregate at site of size range (excluding carriages) 53 mm to 22.4 mmNallah.
Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
construction of Cause Way at Internal Road:- Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil :
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) including all leads lift carfriage complete job
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) including all leads lift carfriage complete job
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. including all leads lift carfriage complete job
Centring and shuttermg including strutting, propping etc. and removal of form for· Foundations: footings, bases of columns etc. for mass concrete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Providing and fixing RCC Hume Pipe of dia 1 mtr
SALEEM ALAM, GOVT CONTRACTOR
M/s Naresh Kumar
PAWAN KUMAR GUPTA CONTRACTOR
Mahesh Kumar
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