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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹27.8 L+₹3.9 L (16.3%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹31.1 L+₹7.2 L (29.9%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹32.2 L+₹8.3 L (34.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹34.0 L+₹10.0 L (42.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PEERZADA SAYED NISAR HUSSAIN SHAH L14 | M/S WASIM AKRAM KHAN L16 | MOHD BASHIR MALIK L20 | MS ZULFKAR HUSSAIN SHAH L12 | MOHD RASHID MIR L13 | MOHD FAROOQ L1 | MS BHAT ROAD AND ROOF BUILDERS L18 | Abdul Razak L21 | MS MAQSOOD AHMED L11 | M/S AYOUB SHEIKH L4 | M/s Ghai Stone Crusher L5 | Ghulam Qadir L17 | M/S Abdul Hamid L2 | M/S ALSHAJAR CONSTRUCTION PVT LTD L9 | MOHD AKRAM CONTRACTOR L8 | SHAZAD SHABNAM L7 | MS ASHFAQ AHMED L19 | MOHD RAFIQ KHAN CONTRACTOR L3 | ARFAN KHAN L15 | MANIER HUSSAIN L10 | ZULAFKAR AHMED L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 70% ,Ordinary Rock = 20% & Hard rock =10% ( Requiring Blasting) | 10,100 | Cum | 250 ₹25,25,000 | 200 ₹20,20,000 | 320 ₹32,32,000 | 150 ₹15,15,000 | 195 ₹19,69,500 | 110 ₹11,11,000 | 280 ₹28,28,000 | 350 ₹35,35,000 | 170 ₹17,17,000 | 30 ₹3,03,000 Lowest | 110 ₹11,11,000 | 300 ₹30,30,000 | 100 ₹10,10,000 | 160 ₹16,16,000 | 200 ₹20,20,000 | 100 ₹10,10,000 | 350 ₹35,35,000 | 80 ₹8,08,000 | 180 ₹18,18,000 | 250 ₹25,25,000 | 220 ₹22,22,000 |
| 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 bottom lift upto 1.5m,including getting out excavate earth and disposal of surplus excavated earth as dirested: All kinds of soil . | 500 | Cum | 120 ₹60,000 | 250 ₹1,25,000 | 250 ₹1,25,000 | 120 ₹60,000 | 200 ₹1,00,000 | 100 ₹50,000 | 450 ₹2,25,000 | 300 ₹1,50,000 | 190 ₹95,000 | 400 ₹2,00,000 | 150 ₹75,000 | 280 ₹1,40,000 | 125 ₹62,500 | 200 ₹1,00,000 | 0.1 ₹50 Lowest | 100 ₹50,000 | 320 ₹1,60,000 | 200 ₹1,00,000 | 200 ₹1,00,000 | 150 ₹75,000 | 250 ₹1,25,000 |
| 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 ). | 8 | Cum | 1,000 ₹8,000 | 4,000 ₹32,000 | 2,800 ₹22,400 | 2,400 ₹19,200 | 4,000 ₹32,000 | 2,000 ₹16,000 | 3,500 ₹28,000 | 4,600 ₹36,800 | 2,200 ₹17,600 | 600 ₹4,800 | 2,000 ₹16,000 | 4,500 ₹36,000 | 1,800 ₹14,400 | 4,000 ₹32,000 | 0.1 ₹0.8 Lowest | 3,000 ₹24,000 | 3,800 ₹30,400 | 1,000 ₹8,000 | 2,500 ₹20,000 | 2 ₹16 | 3,500 ₹28,000 |
| 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. | 30 | Cum | 1,200 ₹36,000 | 4,000 ₹1,20,000 | 3,800 ₹1,14,000 | 2,600 ₹78,000 | 4,600 ₹1,38,000 | 3,000 ₹90,000 | 4,000 ₹1,20,000 | 6,000 ₹1,80,000 | 4,200 ₹1,26,000 | 6,500 ₹1,95,000 | 3,000 ₹90,000 | 5,800 ₹1,74,000 | 2,600 ₹78,000 | 4,900 ₹1,47,000 | 2,000 ₹60,000 | 3,000 ₹90,000 | 4,200 ₹1,26,000 | 3,500 ₹1,05,000 | 4,200 ₹1,26,000 | 2 ₹60 Lowest | 3,400 ₹1,02,000 |
| 5.00 | 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 lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with.
1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. | 50 | Cum | 4,000 ₹2,00,000 | 5,000 ₹2,50,000 | 3,800 ₹1,90,000 | 2,500 ₹1,25,000 Lowest | 2,900 ₹1,45,000 | 3,000 ₹1,50,000 | 4,400 ₹2,20,000 | 6,000 ₹3,00,000 | 4,300 ₹2,15,000 | 6,500 ₹3,25,000 | 3,000 ₹1,50,000 | 5,800 ₹2,90,000 | 4,050 ₹2,02,500 | 4,900 ₹2,45,000 | 4,000 ₹2,00,000 | 3,000 ₹1,50,000 | 4,600 ₹2,30,000 | 3,500 ₹1,75,000 | 4,300 ₹2,15,000 | 5,000 ₹2,50,000 | 3,600 ₹1,80,000 |
| 6.00 | Random rubble masonary with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 ( 1 cement:6 coarse sand). | 70 | Cum | 2,500 ₹1,75,000 | 3,500 ₹2,45,000 | 1,800 ₹1,26,000 | 2,350 ₹1,64,500 | 220 ₹15,400 | 800 ₹56,000 | 3,950 ₹2,76,500 | 1,700 ₹1,19,000 | 2,700 ₹1,89,000 | 4,200 ₹2,94,000 | 2,500 ₹1,75,000 | 1,500 ₹1,05,000 | 2,000 ₹1,40,000 | 3,600 ₹2,52,000 | 0.1 ₹7 Lowest | 1,500 ₹1,05,000 | 4,200 ₹2,94,000 | 2,800 ₹1,96,000 | 2,700 ₹1,89,000 | 1 ₹70 | 3,600 ₹2,52,000 |
| 7.00 | Dry random rubble masonary (Nallah) with hard stone in foundation and plinth.
Without bond stone. | 60 | Cum | 2,500 ₹1,50,000 | 3,000 ₹1,80,000 | 1,500 ₹90,000 | 1,200 ₹72,000 | 2,200 ₹1,32,000 | 500 ₹30,000 | 2,500 ₹1,50,000 | 800 ₹48,000 | 1,800 ₹1,08,000 | 600 ₹36,000 | 1,600 ₹96,000 | 700 ₹42,000 | 500 ₹30,000 | 2,000 ₹1,20,000 | 2,000 ₹1,20,000 | 2,500 ₹1,50,000 | 3,200 ₹1,92,000 | 1,600 ₹96,000 | 1,800 ₹1,08,000 | 5 ₹300 Lowest | 2,400 ₹1,44,000 |
| 8.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4graded stone aggregate 20mm nominal size) and curing complete | 200 | Sqm | 100 ₹20,000 | 500 ₹1,00,000 | 2,200 ₹4,40,000 | 3,500 ₹7,00,000 | 2 ₹400 | 300 ₹60,000 | 750 ₹1,50,000 | 800 ₹1,60,000 | 300 ₹60,000 | 600 ₹1,20,000 | 120 ₹24,000 | 800 ₹1,60,000 | 5 ₹1,000 | 200 ₹40,000 | 0.1 ₹20 Lowest | 3,000 ₹6,00,000 | 550 ₹1,10,000 | 150 ₹30,000 | 400 ₹80,000 | 400 ₹80,000 | 450 ₹90,000 |
| 9.00 | Dumping stone including cost of stones. On Horizontal on level. | 60 | Cum | 220 ₹13,200 | 500 ₹30,000 | 1,200 ₹72,000 | 1,350 ₹81,000 | 300 ₹18,000 | 300 ₹18,000 | 300 ₹18,000 | 800 ₹48,000 | 150 ₹9,000 | 600 ₹36,000 | 200 ₹12,000 | 700 ₹42,000 | 120 ₹7,200 | 900 ₹54,000 | 0.1 ₹6 Lowest | 200 ₹12,000 | 600 ₹36,000 | 200 ₹12,000 | 200 ₹12,000 | 5 ₹300 | 250 ₹15,000 |
| 10.00Centring and shuttering including strutting propping etc. and removal of form for :- | ||||||||||||||||||||||||
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
29 Dec 2020, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Construction of road from Mohra to Sankari Danna at Dhara Mohra in Km 1st RD 0 to Km 2nd RD 1000, by way of balance Earth Work in Cutting,R/Wall,B/Wall,Pucca Drain and 900mm dia Hume Pipe Culvert in different location ,150 mm thick WBM Gr-II.
2020_PWDJK_111414_1
e-NIT No. 90/2020-21 dated 12-12-2020
Open Tender
Civil Works
Item Rate
180 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer PWD Poonch
₹1.3 L
Yes
7 Jan 2021
14 Dec 2020
30 Dec 2020
14 Dec 2020
29 Dec 2020
14 Dec 2020
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 70% ,Ordinary Rock = 20% & Hard rock =10% ( 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 bottom lift upto 1.5m,including getting out excavate earth and disposal of surplus excavated earth as dirested: 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.
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 lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones.
Random rubble masonary with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 ( 1 cement:6 coarse sand).
Dry random rubble masonary (Nallah) with hard stone in foundation and plinth. Without bond stone.
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4graded stone aggregate 20mm nominal size) and curing complete
Dumping stone including cost of stones. On Horizontal on level.
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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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.
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 lead and lift for complete job.
Carriage of material by M.T incl loading/unloading & stacking complete
Sand /Stone aggregate below 40mm nominal avg lead 06 Km by M.T
Stone avg. lead 03 Km by M.T
M/S Abdul Hamid
MOHD RAFIQ KHAN CONTRACTOR
M/S AYOUB SHEIKH
M/s Ghai Stone Crusher
ZULAFKAR AHMED
SHAZAD SHABNAM
MOHD AKRAM CONTRACTOR
M/S ALSHAJAR CONSTRUCTION PVT LTD
MANIER HUSSAIN
MS MAQSOOD AHMED
MS ZULFKAR HUSSAIN SHAH
MOHD RASHID MIR
PEERZADA SAYED NISAR HUSSAIN SHAH
ARFAN KHAN
M/S WASIM AKRAM KHAN
Ghulam Qadir
MS BHAT ROAD AND ROOF BUILDERS
MS ASHFAQ AHMED
MOHD BASHIR MALIK
Abdul Razak
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