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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹22.0 L+₹21,041 (0.97%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹25.4 L+₹3.6 L (16.5%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹25.7 L+₹3.9 L (18.1%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹26.1 L+₹4.3 L (19.8%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PEERZADA SAYED NISAR HUSSAIN SHAH L1 | M/S AYAZ KHAN L6 | M/S Masood Ahmed L18 | M/S FAREEM HUSSAIN SHAH L12 | Mohib Ahmed Khan Contractor L13 | mohd aslam khan L9 | MS ZAMIR AHMED L14 | M/S Matloob Hussain Shah L17 | ZAFFAR AHMED L19 | MS MAQSOOD AHMED L20 | AKHTAR HUSSAIN L24 | MS Khawaja Construction and building L15 | Abdul Rashid L2 | SHAZAD SHABNAM L11 | MOHD IKHLAQ L4 | Ms Khan Constructions and Sons L7 | MS IKHLAQ HUSSAIN L10 | Mohd Akram Contractor L5 | MS ISHTIAQ HUSSAIN L22 | M/S BASAT CHOWDHARY CONTRACTOR L21 | Zahid Khalil L16 | M/s Ghai Stone Crusher L3 | Mohd shafi L8 | MANIER HUSSAIN L23 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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) | 6,800 | Cum | 2 ₹13,600 Lowest | 175 ₹11,90,000 | 220 ₹14,96,000 | 120 ₹8,16,000 | 150 ₹10,20,000 | 200 ₹13,60,000 | 120 ₹8,16,000 | 240 ₹16,32,000 | 200 ₹13,60,000 | 298 ₹20,26,400 | 600 ₹40,80,000 | 130 ₹8,84,000 | 250 ₹17,00,000 | 220 ₹14,96,000 | 100 ₹6,80,000 | 70 ₹4,76,000 | 180 ₹12,24,000 | 200 ₹13,60,000 | 400 ₹27,20,000 | 280 ₹19,04,000 | 355 ₹24,14,000 | 110 ₹7,48,000 | 300 ₹20,40,000 | 600 ₹40,80,000 |
| 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 . | 34 | Cum | 650 ₹22,100 | 200 ₹6,800 | 250 ₹8,500 | 140 ₹4,760 | 70 ₹2,380 | 100 ₹3,400 | 240 ₹8,160 | 400 ₹13,600 | 500 ₹17,000 | 200 ₹6,800 | 600 ₹20,400 | 250 ₹8,500 | 50 ₹1,700 | 500 ₹17,000 | 250 ₹8,500 | 95 ₹3,230 | 50 ₹1,700 | 0.1 ₹3.4 Lowest | 250 ₹8,500 | 250 ₹8,500 | 400 ₹13,600 | 150 ₹5,100 | 400 ₹13,600 | 700 ₹23,800 |
| 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 ). including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 25 | Cum | 2 ₹50 Lowest | 2,000 ₹50,000 | 3,200 ₹80,000 | 3,900 ₹97,500 | 3,200 ₹80,000 | 1,000 ₹25,000 | 2,000 ₹50,000 | 3,000 ₹75,000 | 5,000 ₹1,25,000 | 1,500 ₹37,500 | 5,000 ₹1,25,000 | 2,100 ₹52,500 | 100 ₹2,500 | 1,000 ₹25,000 | 1,600 ₹40,000 | 30 ₹750 | 2,200 ₹55,000 | 3,000 ₹75,000 | 6,000 ₹1,50,000 | 6,000 ₹1,50,000 | 1,550 ₹38,750 | 1,500 ₹37,500 | 80 ₹2,000 | 6,000 ₹1,50,000 |
| 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. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 41 | Cum | 4,900 ₹2,00,900 | 3,500 ₹1,43,500 | 4,200 ₹1,72,200 | 4,500 ₹1,84,500 | 5,200 ₹2,13,200 | 3,500 ₹1,43,500 | 5,000 ₹2,05,000 | 3,200 ₹1,31,200 | 5,500 ₹2,25,500 | 3,800 ₹1,55,800 | 6,000 ₹2,46,000 | 5,100 ₹2,09,100 | 5,000 ₹2,05,000 | 1,000 ₹41,000 Lowest | 3,800 ₹1,55,800 | 4,300 ₹1,76,300 | 6,500 ₹2,66,500 | 3,000 ₹1,23,000 | 6,500 ₹2,66,500 | 6,500 ₹2,66,500 | 1,550 ₹63,550 | 3,000 ₹1,23,000 | 6,000 ₹2,46,000 | 5,500 ₹2,25,500 |
| 5.00 | Dumping stone including cost of stones. On Horizontal on level. | 16 | Cum | 350 ₹5,600 | 300 ₹4,800 | 1,000 ₹16,000 | 300 ₹4,800 | 300 ₹4,800 | 100 ₹1,600 | 300 ₹4,800 | 493 ₹7,888 | 500 ₹8,000 | 500 ₹8,000 | 400 ₹6,400 | 280 ₹4,480 | 50 ₹800 | 200 ₹3,200 | 300 ₹4,800 | 150 ₹2,400 | 100 ₹1,600 | 0.1 ₹1.6 Lowest | 500 ₹8,000 | 500 ₹8,000 | 510 ₹8,160 | 200 ₹3,200 | 100 ₹1,600 | 400 ₹6,400 |
| 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).including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 210 | Cum | 1,500 ₹3,15,000 | 2,200 ₹4,62,000 | 3,000 ₹6,30,000 | 3,800 ₹7,98,000 | 3,300 ₹6,93,000 | 2,000 ₹4,20,000 | 4,500 ₹9,45,000 | 3,400 ₹7,14,000 | 3,200 ₹6,72,000 | 3,000 ₹6,30,000 | 3,300 ₹6,93,000 | 4,500 ₹9,45,000 | 30 ₹6,300 | 1,000 ₹2,10,000 | 1,800 ₹3,78,000 | 3,100 ₹6,51,000 | 1,000 ₹2,10,000 | 0.1 ₹21 Lowest | 3,500 ₹7,35,000 | 3,500 ₹7,35,000 | 1,200 ₹2,52,000 | 2,500 ₹5,25,000 | 2 ₹420 | 3,300 ₹6,93,000 |
| 7.00Centring and shuttering including strutting propping etc. and removal of form for :- | |||||||||||||||||||||||||||
| 7.01 | Foundations,footings, bases of columns etc for mass concrete | 35 | Sqm | 550 ₹19,250 | 700 ₹24,500 | 100 ₹3,500 | 300 ₹10,500 | 100 ₹3,500 | 100 ₹3,500 | 250 ₹8,750 | 209 ₹7,315 | 10 ₹350 | 250 ₹8,750 | 300 ₹10,500 | 260 ₹9,100 | 2 ₹70 Lowest | 100 ₹3,500 | 200 ₹7,000 | 2 ₹70 Lowest | 10 ₹350 | 500 ₹17,500 | 400 ₹14,000 | 400 ₹14,000 | 200 ₹7,000 | 150 ₹5,250 | 120 ₹4,200 | 300 ₹10,500 |
| 7.02 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. | 48 | Sqm | 550 ₹26,400 | 210 ₹10,080 | 100 ₹4,800 | 3,800 ₹1,82,400 | 100 ₹4,800 | 100 ₹4,800 | 250 ₹12,000 | 459 ₹22,032 | 20 ₹960 | 200 ₹9,600 | 400 ₹19,200 | 260 ₹12,480 | 2 ₹96 | 100 ₹4,800 | 100 ₹4,800 | 2 ₹96 | 10 ₹480 | 0.1 ₹4.8 Lowest | 500 ₹24,000 | 500 ₹24,000 | 305 ₹14,640 | 150 ₹7,200 | 140 ₹6,720 | 400 ₹19,200 |
| 8.00 | 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. | 12 | No | 10,000 ₹1,20,000 | 12,500 ₹1,50,000 | 19,000 ₹2,28,000 | 16,500 ₹1,98,000 | 15,000 ₹1,80,000 | 12,000 ₹1,44,000 | 12,000 ₹1,44,000 | 10,800 ₹1,29,600 | 14,000 ₹1,68,000 | 14,000 ₹1,68,000 | 1,900 ₹22,800 | 12,000 ₹1,44,000 | 9,000 ₹1,08,000 | 1,100 ₹13,200 Lowest | 12,000 ₹1,44,000 | 13,000 ₹1,56,000 | 8,000 ₹96,000 | 1,111 ₹13,332 | 18,000 ₹2,16,000 | 18,000 ₹2,16,000 | 6,500 ₹78,000 | 12,500 ₹1,50,000 | 9,000 ₹1,08,000 | 1,900 ₹22,800 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
25 Jun 2021, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Upgradation of Road from Gursai More to Gallian Gursai road in Km 3rd and Km 4th by way of Construction of Walling and Providing Laying of WBM Gr-II ,WBM Gr-III.
2021_PWDJK_127282_3
e-NIT No. 33/2021-20 dated 14-06-2021
Open Tender
Civil Works
Item Rate
90 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer PWD Poonch
₹1.1 L
Yes
8 Jul 2021
15 Jun 2021
26 Jun 2021
15 Jun 2021
25 Jun 2021
15 Jun 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 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 ). including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
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. including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Dumping stone including cost of stones. On Horizontal on level.
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).including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
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.
Prepartion of subgrade by excavating earth to an average of 22.5 cm depth,dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth up to 50 metres 50% surface average of road .
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)
Abdul Rashid
M/s Ghai Stone Crusher
MOHD IKHLAQ
Mohd Akram Contractor
M/S AYAZ KHAN
Ms Khan Constructions and Sons
Mohd shafi
mohd aslam khan
MS IKHLAQ HUSSAIN
SHAZAD SHABNAM
M/S FAREEM HUSSAIN SHAH
Mohib Ahmed Khan Contractor
MS ZAMIR AHMED
MS Khawaja Construction and building
Zahid Khalil
M/S Matloob Hussain Shah
M/S Masood Ahmed
ZAFFAR AHMED
MS MAQSOOD AHMED
M/S BASAT CHOWDHARY CONTRACTOR
MS ISHTIAQ HUSSAIN
MANIER HUSSAIN
AKHTAR HUSSAIN
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