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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAdmitted-Finance | ₹5.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.9 Cr+₹3.7 L (0.62%)Admitted-Finance | ₹5.9 Cr+₹3.7 L (0.62%) | L2 | Admitted-Finance |
| 3 | L3₹6.0 Cr+₹9.7 L (1.65%)Admitted-Finance NA | ₹6.0 Cr+₹9.7 L (1.65%) | L3 | Admitted-Finance |
| 4 | L4₹6.5 Cr+₹65.9 L (11.2%)Admitted-Finance | ₹6.5 Cr+₹65.9 L (11.2%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-As per Summary Report enclosed |
| Sl No | Description | Qty | Unit | M/S Masood Ahmed L3 | chanchal khajuria L1 | M/s Fazal Rehman Dar L2 | TRIKUTA BUILDERS L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in average fixed classification as, 70% All kind of soil, 20% Soft Rock & 10% Hard rock (Required blasting ) including disposal of surplus, excavated earth as directed by engineer- in-charge at site for safe disposal of same without damaging private/public property and all required leads/lifts and carriage. (Complete job) | 88,000 | Cum | 160 ₹1,40,80,000 | 135 ₹1,18,80,000 | 111 ₹97,68,000 Lowest | 160 ₹1,40,80,000 |
| 2.00 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres. All kinds of soil (complete job) | 3,000 | Cum | 245 ₹7,35,000 | 155 ₹4,65,000 Lowest | 456 ₹13,68,000 | 170 ₹5,10,000 |
| 3.00 | Providing and laying in position Cement concrete of specified grade including the cost of centering and shuttering–all work 1:5:10 (1 cement: 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) including all lead/lift,carriages Complete Job | 230 | Cum | 2,500 ₹5,75,000 | 3,000 ₹6,90,000 | 1,234 ₹2,83,820 Lowest | 3,800 ₹8,74,000 |
| 4.00 | Providing and laying in position Cement concrete of specified grade in foundations, retaining wall, return walls, pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces courses, parapets, bed block, anchor block etc including cost of centering and shuttering – all work upto required level in 1:3:6 with 20% boulder (1cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using crushed stone aggregate including curing, all leads/lifts & carriages.(Complete job) | 2,850 | Cum | 4,800 ₹1,36,80,000 | 3,900 ₹1,11,15,000 Lowest | 4,567 ₹1,30,15,950 | 4,300 ₹1,22,55,000 |
| 5.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,
landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral
stair cases upto five level including curing but including the cost of centring, shuttering,
finishing and reinforcement with :1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including curing, all leads/lifts & carriages.(Complete job) | 110 | Cum | 10,000 ₹11,00,000 | 7,500 ₹8,25,000 Lowest | 9,999 ₹10,99,890 | 8,100 ₹8,91,000 |
| 6.00 | Dry random rubble masonry with hard stone in foundation and plinth, Without bond stone including cost of stone, carriages, including all leads/lifts & carriages(complete job) | 632 | Cum | 2,200 ₹13,90,400 | 3,000 ₹18,96,000 | 2,728 ₹17,24,096 | 1,800 ₹11,37,600 Lowest |
| 7.00 | Providing and laying 50 mm thick flooring/ coping with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and including curing, all leads/lifts & carriages.(Complete job) | 300 | Sqm | 3 ₹900 Lowest | 280 ₹84,000 | 456 ₹1,36,800 | 6,000 ₹18,00,000 |
| 8.00 | Stone filling hand packed in horizontal on level including cost of stones & carriage including all leads/lifts & carriages (complete job). | 450 | Cum | 100 ₹45,000 Lowest | 150 ₹67,500 | 999 ₹4,49,550 | 900 ₹4,05,000 |
| 9.00 | Filling available excavated earth excluding rock in trenches, plinth, sides of foundation etc .Layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including all leads/lifts, carriages, handling and re-handling (Complete job) | 6,000 | Cum | 50 ₹3,00,000 Lowest | 150 ₹9,00,000 | 200 ₹12,00,000 | 100 ₹6,00,000 |
| 10.00 | Providing and laying of 1.00m dia RCC Hume pipe in position including cost of pipes all lead and lift and re -handling complete Job . | 187 | Rmt | 7,500 ₹14,02,500 | 6,750 ₹12,62,250 Lowest | 9,999 ₹18,69,813 | 11,000 ₹20,57,000 |
Tender Value
₹8.1 Cr
Closing Date
28 Dec 2021, 4:00 pmClosed
Executive Engineer
PWD(RnB) Division Rajouri
Construction of road from Rehan to Dhar Sakri via Demote Peeri in km 1st to Km 5th Rd 500 Part II including 40 mtr span Motor able bridge in Km 5th 3rd call
2021_PWDJK_152401_1
NIT No 108 of 2021-22 Dated 09-12-2021
Open Tender
Civil Works
Item Rate
365 days
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Executive Engineer
Exempted
24 Jan 2022
10 Dec 2021
29 Dec 2021
11 Dec 2021
28 Dec 2021
11 Dec 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in average fixed classification as, 70% All kind of soil, 20% Soft Rock & 10% Hard rock (Required blasting ) including disposal of surplus, excavated earth as directed by engineer- in-charge at site for safe disposal of same without damaging private/public property and all required leads/lifts and carriage. (Complete job)
Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres. All kinds of soil (complete job)
Providing and laying in position Cement concrete of specified grade including the cost of centering and shuttering–all work 1:5:10 (1 cement: 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) including all lead/lift,carriages Complete Job
Providing and laying in position Cement concrete of specified grade in foundations, retaining wall, return walls, pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces courses, parapets, bed block, anchor block etc including cost of centering and shuttering – all work upto required level in 1:3:6 with 20% boulder (1cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using crushed stone aggregate including curing, all leads/lifts & carriages.(Complete job)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but including the cost of centring, shuttering, finishing and reinforcement with :1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including curing, all leads/lifts & carriages.(Complete job)
Dry random rubble masonry with hard stone in foundation and plinth, Without bond stone including cost of stone, carriages, including all leads/lifts & carriages(complete job)
Providing and laying 50 mm thick flooring/ coping with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and including curing, all leads/lifts & carriages.(Complete job)
Stone filling hand packed in horizontal on level including cost of stones & carriage including all leads/lifts & carriages (complete job).
Filling available excavated earth excluding rock in trenches, plinth, sides of foundation etc .Layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including all leads/lifts, carriages, handling and re-handling (Complete job)
Providing and laying of 1.00m dia RCC Hume pipe in position including cost of pipes all lead and lift and re -handling complete Job .
Providing and fixing un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm dia for weep holes including all leads/lifts, carriages, handling and re-handling (Complete job):
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) including all lead/lift,carriages complete job.
15mm Cement plaster on rough side of single or half brick wall of mix 1 : 4 ( 1 cement : 4 fine sand) including all lead/lift,carriages complete job.
Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete 2 mm thick including all lead/lift,carriages complete job.
Providing and fixing foundation stone and inauguration stone including engraving,all lead/lift,carriage complete job.
Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) including all lead/lift,carriages complete job.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars using crushed stone aggreagate including curing ,all lead /lifts and carriages complete Job
Hand-packing stones in wire-crates including the cost of stones & including the cost of crates and carriage Complete Job
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade
Supplying, stacking and laying of water bound macadam using graded crushed stone aggregate at site of size range 53 mm to 22.40 mm with specified stone aggregates stone screening of size 11.2mm and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity and compacting with vibrator roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications and directions of Engineer –in-charge including all leads/lifts, carriages (Complete job)
Supplying, stacking and laying of water bound macadam using graded crushed stone aggregate at site of size range 63 mm to 45 mm with specified stone aggregates stone screening of size 13.2mm and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity and compacting with vibrator roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications and directions of Engineer –in-charge including all leads/lifts, carriages (Complete job)
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface 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 including all leads/lifts, carriages (Complete job)
Providing and laying semi dense bituminous concrete of 30 mm average compacted thickness with bitumen of 60/70 grade @ 5 %(percentage by weight of total mix)on prepared surface with specified graded crushed stone aggregates for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-charge to achieve the desire density and compaction including the cost of brooming, primer/ tack coat, all leads/lifts, carriages, loading & unloading. (complete job)
Design/Soil investigation, load testing and construction of Motorable bridge single lane including provision of temporary river training works, diversion, dewatering, const. of Abutments, Cap, dirt walls, fabrication, 1 Mtr foot path both sides and launching of super structure, providing and fixing of bridge metallic bearing (rock and roller) expansion joints, painting of all steel works , laying of RCC deck slab, approach slab, wing walls, drainage spouts, providing and laying of filter media behind wing walls abutments, return walls providing and fixing pipe railing consisting of IS rolled steel joist post ISMB 100 at 2.5m interval and three rows of 40mm diameter steel pipes (light) laying of bitumen, wearing coat over BM suitable protection be provided around the abutment, including all leads lift and carriage of material to the site as per approved design ( complete job) .The drawing/design of the bridge should be duly approved from the competent authority.
M/s Fazal Rehman Dar
M/S Masood Ahmed
TRIKUTA BUILDERS
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