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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹81.6 L+₹37,735 (0.46%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹88.7 L+₹7.5 L (9.24%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹1.0 Cr+₹19.3 L (23.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹1.0 Cr+₹23.7 L (29.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | mohd aslam khan L5 | M/S WASIM AKRAM KHAN L1 | M/S Masood Ahmed L9 | Asif Iqbal L12 | Mohd Mashooq L11 | Aman Ullah L3 | SALEEMA BI L8 | Abdul Aziz Malik L7 | GHULAM NABI MIR L6 | MOHD YOUNIS DAR L10 | SHAZAD SHABNAM L4 | M/s Ghai Stone Crusher L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil : All kinds of Soil 50% ,Ordinary Rock = 30% & Hard rock =20% ( Requiring Blasting) | 6,030 | Cum | 150 ₹9,04,500 | 400 ₹24,12,000 | 180 ₹10,85,400 | 350 ₹21,10,500 | 400 ₹24,12,000 | 25 ₹1,50,750 Lowest | 214 ₹12,90,420 | 197 ₹11,87,910 | 250 ₹15,07,500 | 320 ₹19,29,600 | 120 ₹7,23,600 | 50 ₹3,01,500 |
| 2.00 | 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 . | 477 | Cum | 130 ₹62,010 | 550 ₹2,62,350 | 250 ₹1,19,250 | 400 ₹1,90,800 | 350 ₹1,66,950 | 150 ₹71,550 | 242 ₹1,15,434 | 180 ₹85,860 | 250 ₹1,19,250 | 436 ₹2,07,972 | 200 ₹95,400 | 110 ₹52,470 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with :
1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ). | 51 | Cum | 1,000 ₹51,000 | 4,000 ₹2,04,000 | 3,000 ₹1,53,000 | 4,200 ₹2,14,200 | 10,000 ₹5,10,000 | 50 ₹2,550 Lowest | 2,750 ₹1,40,250 | 3,300 ₹1,68,300 | 3,200 ₹1,63,200 | 4,029 ₹2,05,479 | 2,000 ₹1,02,000 | 1,500 ₹76,500 |
| 4.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :
1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. | 677 | Cum | 3,300 ₹22,34,100 | 4,000 ₹27,08,000 | 4,200 ₹28,43,400 | 4,300 ₹29,11,100 | 4,000 ₹27,08,000 | 3,000 ₹20,31,000 | 5,175 ₹35,03,475 | 4,000 ₹27,08,000 | 3,500 ₹23,69,500 | 4,079 ₹27,61,483 | 2,552 ₹17,27,704 | 2,500 ₹16,92,500 Lowest |
| 5.00Centring and shuttering including strutting propping etc. and removal of form for :- | |||||||||||||||
| 5.01 | Foundations,footings, bases of columns etc for mass concrete | 465 | Sqm | 100 ₹46,500 | 500 ₹2,32,500 | 200 ₹93,000 | 262 ₹1,21,830 | 300 ₹1,39,500 | 20 ₹9,300 Lowest | 305 ₹1,41,825 | 150 ₹69,750 | 150 ₹69,750 | 262 ₹1,21,830 | 200 ₹93,000 | 30 ₹13,950 |
| 5.02 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. | 629 | Sqm | 100 ₹62,900 | 500 ₹3,14,500 | 200 ₹1,25,800 | 500 ₹3,14,500 | 250 ₹1,57,250 | 20 ₹12,580 Lowest | 560 ₹3,52,240 | 160 ₹1,00,640 | 300 ₹1,88,700 | 573 ₹3,60,417 | 200 ₹1,25,800 | 30 ₹18,870 |
| 6.00 | Providing and laying non-pressure NP2 class
( light duty) 600 mm dia R.C.C H.P with collars
jointed with stiff mixture of cement mortar in the
proportion of 1:2 ( 1 cement :2 fine sand )
including testing of joints ,Cost of
pipes etc complete job. | 9 | No | 900 ₹8,100 Lowest | 8,000 ₹72,000 | 15,000 ₹1,35,000 | 14,000 ₹1,26,000 | 15,000 ₹1,35,000 | 10,000 ₹90,000 | 13,200 ₹1,18,800 | 10,000 ₹90,000 | 8,000 ₹72,000 | 13,500 ₹1,21,500 | 20,000 ₹1,80,000 | 10,000 ₹90,000 |
| 7.00 | Providing and laying non-pressure NP2 class
( light duty) 900 mm dia R.C.C H.P with collars
jointed with stiff mixture of cement mortar in the
proportion of 1:2 ( 1 cement :2 fine sand )
including testing of joints ,Cost of
pipes etc complete job. | 9 | No | 18,000 ₹1,62,000 | 10,000 ₹90,000 Lowest | 22,000 ₹1,98,000 | 19,000 ₹1,71,000 | 15,000 ₹1,35,000 | 14,000 ₹1,26,000 | 16,300 ₹1,46,700 | 18,000 ₹1,62,000 | 15,000 ₹1,35,000 | 18,500 ₹1,66,500 | 20,000 ₹1,80,000 | 12,000 ₹1,08,000 |
| 8.00 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | 4,900 | Sqm | 5 ₹24,500 | - | 25 ₹1,22,500 | 22.7 ₹1,11,230 | 50 ₹2,45,000 | 2 ₹9,800 Lowest | 18 ₹88,200 | 100 ₹4,90,000 | 10 ₹49,000 | 22.7 ₹1,11,230 | 50 ₹2,45,000 | 2.5 ₹12,250 |
Tender Value
Refer Docs
EMD Value
₹2.8 L
Closing Date
2 Jun 2021, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Construction of road from Balnoi to Tatpani LOC including Construction of Vented Causeway in Bugheli Nallah at Mankote ,Length 6.00 Kms Under Languishing LUP2580 by way of balance Earth Work in Cutting, Protection Work, Cross Drainage Work ,Providing
2021_PWDJK_124619_1
e-NIT No.15/2021-22 dated 18-05-2021
Open Tender
Civil Works
Item Rate
180 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Yes
Executive Engineer PWD Poonch
₹2.8 L
Yes
11 Jun 2021
19 May 2021
3 Jun 2021
19 May 2021
2 Jun 2021
19 May 2021
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil : All kinds of Soil 50% ,Ordinary Rock = 30% & Hard rock =20% ( Requiring Blasting)
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 including curing but excluding the cost of centring and shuttering . All work up to plinth level with : 1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ).
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with : 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones.
Centring and shuttering including strutting propping etc. and removal of form for :-
Foundations,footings, bases of columns etc for mass concrete
Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc.
Providing and laying non-pressure NP2 class ( light duty) 600 mm dia R.C.C H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc complete job.
Providing and laying non-pressure NP2 class ( light duty) 900 mm dia R.C.C H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc complete job.
Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
Supply and filling of river bed material in layers not exceeding 20 cm in depth,rolling each layer with power road roller including carriage from source to site of work loading un-loading stacking laying watering ,dressing etc complete job .
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Providing and laying WBM-GR- II 150 mm thick with broken Nallah/Crusher stone aggregate of 63 to 45mm size including screening of 13.2 mm size and using good earth as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, octroi, sale tax, service tax all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Providing and laying WBM-GR- III with broken Nallah /Crusher stone aggregate of 53 to 22.4mm size including screening of 11.2 mm size and usingcrusher dust as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, octroi, sale tax, service tax all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Providing and laying bituminous macadam of 50mm average compacted thickness with bitumen of 80/100(VG-10) grade @ 3.5% (percentage by weight of total mix) on prepared surface with specified graded crushed stone aggregates for profile corrective base/binder course including loading of aggregate with F.E loader , hot mixing of stone aggregates in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitte 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)
Providing,& laying open graded premix carpet of 25 mm average compacted thickness with bitumen of 80/100(VG-10) 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)
Strenthening of shoulders/berms of the road by way of river bed/grandular material/mixed with earth , sand , stone agg. below 20 mm nominal size including sources to site of work,spreading & laying in layers not exceding 20 cm in depth,watering,rolling each layer with road roller/steel rammers complete in all respect.
Carriage of material by M.T incl loading/unloading & stacking complete
Sand avg lead 52 Km by M.T
Stone agg.below 40 mm nominal size avg lead 22.00 Km by M.T
Stone avg. lead 06 Km by M.T
M/s Ghai Stone Crusher
Aman Ullah
SHAZAD SHABNAM
mohd aslam khan
GHULAM NABI MIR
Abdul Aziz Malik
SALEEMA BI
M/S Masood Ahmed
MOHD YOUNIS DAR
Mohd Mashooq
Asif Iqbal
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