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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹41.7 L+₹12.3 L (41.7%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹52.6 L+₹23.1 L (78.5%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹57.6 L+₹28.2 L (95.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹67.8 L+₹38.4 L (130.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHD BASHIR MALIK L12 | M/S Masood Ahmed L21 | MOHD RASHID MIR L16 | Asif Iqbal L11 | MOHD SHAFI L2 | MS ZULFKAR HUSSAIN SHAH L5 | SHAZAD SHABNAM L19 | Manmahon Singh L17 | MS ANEES AHMED L9 | Mohd Bashir L4 | M/S Matloob Hussain Shah L6 | MS ASHFAQ AHMED L8 | Mehnaz Akhter L7 | AKHTAR HUSSAIN L23 | GHULAM NABI MIR L15 | MM Ghulam Qadir Sheikh & Sons L20 | Mohd Mashooq L1 | Mohd Rafiq L13 | SHAZAD AHMAD KHAN L3 | Saahil Mir L14 | MS MAQSOOD AHMED L10 | MANIER HUSSAIN L22 | Javid Iqbal L18 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Complete Job. | 4,800 | Cum | 280 ₹13,44,000 | 500 ₹24,00,000 | 351.5 ₹16,87,200 | 205 ₹9,84,000 | 70 ₹3,36,000 Lowest | 260 ₹12,48,000 | 1,000 ₹48,00,000 | 400 ₹19,20,000 | 399 ₹19,15,200 | 200 ₹9,60,000 | 320 ₹15,36,000 | 300 ₹14,40,000 | 524 ₹25,15,200 | 400 ₹19,20,000 | 345 ₹16,56,000 | 540 ₹25,92,000 | 330 ₹15,84,000 | 400 ₹19,20,000 | 120 ₹5,76,000 | 350 ₹16,80,000 | 400 ₹19,20,000 | 300 ₹14,40,000 | 355 ₹17,04,000 |
| 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 . | 624 | Cum | 500 ₹3,12,000 | 500 ₹3,12,000 | 502.2 ₹3,13,372.8 | 500 ₹3,12,000 | 190 ₹1,18,560 | 250 ₹1,56,000 | 1,000 ₹6,24,000 | 500 ₹3,12,000 | 400 ₹2,49,600 | 200 ₹1,24,800 | 350 ₹2,18,400 | 200 ₹1,24,800 | 400 ₹2,49,600 | 600 ₹3,74,400 | 495 ₹3,08,880 | 650 ₹4,05,600 | 450 ₹2,80,800 | 500 ₹3,12,000 | 150 ₹93,600 Lowest | 500 ₹3,12,000 | 400 ₹2,49,600 | 500 ₹3,12,000 | 510 ₹3,18,240 |
| 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) | 70 | Cum | 4,000 ₹2,80,000 | 5,000 ₹3,50,000 | 4,802 ₹3,36,140 | 4,800 ₹3,36,000 | 800 ₹56,000 | 2,500 ₹1,75,000 | 200 ₹14,000 | 4,825 ₹3,37,750 | 4,000 ₹2,80,000 | 1,000 ₹70,000 | 2,800 ₹1,96,000 | 3,000 ₹2,10,000 | 1,500 ₹1,05,000 | 5,500 ₹3,85,000 | 4,800 ₹3,36,000 | 200 ₹14,000 | 10 ₹700 Lowest | 1,000 ₹70,000 | 1,200 ₹84,000 | 4,800 ₹3,36,000 | 4,000 ₹2,80,000 | 5,400 ₹3,78,000 | 4,850 ₹3,39,500 |
| 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).With 20% stone .including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 168 | Cum | 3,900 ₹6,55,200 | 4,500 ₹7,56,000 | 5,542 ₹9,31,056 | 5,300 ₹8,90,400 | 4,000 ₹6,72,000 | 5,000 ₹8,40,000 | 350 ₹58,800 Lowest | 5,550 ₹9,32,400 | 4,000 ₹6,72,000 | 4,000 ₹6,72,000 | 4,800 ₹8,06,400 | 3,800 ₹6,38,400 | 5,200 ₹8,73,600 | 6,000 ₹10,08,000 | 5,500 ₹9,24,000 | 6,500 ₹10,92,000 | 4,000 ₹6,72,000 | 6,000 ₹10,08,000 | 4,500 ₹7,56,000 | 5,500 ₹9,24,000 | 4,000 ₹6,72,000 | 5,000 ₹8,40,000 | 5,600 ₹9,40,800 |
| 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.including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 241 | Cum | 4,500 ₹10,84,500 | 4,500 ₹10,84,500 | 5,900 ₹14,21,900 | 6,300 ₹15,18,300 | 6,000 ₹14,46,000 | 5,500 ₹13,25,500 | 1,000 ₹2,41,000 | 5,925 ₹14,27,925 | 4,500 ₹10,84,500 | 5,200 ₹12,53,200 | 4,800 ₹11,56,800 | 4,400 ₹10,60,400 | 5,200 ₹12,53,200 | 7,000 ₹16,87,000 | 5,900 ₹14,21,900 | 6,000 ₹14,46,000 | 10 ₹2,410 Lowest | 6,000 ₹14,46,000 | 4,500 ₹10,84,500 | 6,000 ₹14,46,000 | 4,500 ₹10,84,500 | 7,000 ₹16,87,000 | 5,985 ₹14,42,385 |
| 6.00 | 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 excluding the cost of centring, shuttering, finishing and reinforcement with
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 8 | Cum | 8,500 ₹68,000 | 7,000 ₹56,000 | 7,420 ₹59,360 | 7,800 ₹62,400 | 6,000 ₹48,000 | 7,000 ₹56,000 | 50 ₹400 | 7,525 ₹60,200 | 8,900 ₹71,200 | 8,000 ₹64,000 | 6,800 ₹54,400 | 7,800 ₹62,400 | 7,800 ₹62,400 | 10,000 ₹80,000 | 7,500 ₹60,000 | 7,600 ₹60,800 | 10 ₹80 Lowest | 7,600 ₹60,800 | 6,000 ₹48,000 | 7,500 ₹60,000 | 8,900 ₹71,200 | 10,000 ₹80,000 | 7,582 ₹60,656 |
| 7.00 | Steel reinforcement for R.C.C. work including straighetening,cutting,bending,placing in position and binding all complete upto plinth level.
Mild steel and medium tensile steel bars | 1,080 | Kg | 90 ₹97,200 | 100 ₹1,08,000 | 90 ₹97,200 | 93 ₹1,00,440 | 60 ₹64,800 | 70 ₹75,600 | 1,000 ₹10,80,000 | 92 ₹99,360 | 79 ₹85,320 | 80 ₹86,400 | 77 ₹83,160 | 85 ₹91,800 | 70 ₹75,600 | 120 ₹1,29,600 | 90 ₹97,200 | 80 ₹86,400 | 5 ₹5,400 Lowest | 80 ₹86,400 | 70 ₹75,600 | 95 ₹1,02,600 | 79 ₹85,320 | 120 ₹1,29,600 | 93.2 ₹1,00,656 |
| 8.00Centring and shuttering including strutting propping etc. and removal of form for :- | ||||||||||||||||||||||||||
| 8.01 | Foundations,footings, bases of columns etc for mass concrete | 504 | Sqm | 295 ₹1,48,680 | 200 ₹1,00,800 | 262 ₹1,32,048 | 250 ₹1,26,000 | 50 ₹25,200 | 150 ₹75,600 | 500 ₹2,52,000 | 265 ₹1,33,560 | 300 ₹1,51,200 | 50 ₹25,200 | 350 ₹1,76,400 | 300 ₹1,51,200 | 10 ₹5,040 | 500 ₹2,52,000 | 262 ₹1,32,048 | 200 ₹1,00,800 | 100 ₹50,400 | 200 ₹1,00,800 | 1 ₹504 Lowest | 300 ₹1,51,200 | 300 ₹1,51,200 | 500 ₹2,52,000 | 270 ₹1,36,080 |
| 8.02 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. | 408 | Sqm | 390 ₹1,59,120 | 200 ₹81,600 | 500 ₹2,04,000 | 500 ₹2,04,000 | 80 ₹32,640 | 150 ₹61,200 | 500 ₹2,04,000 | 350 ₹1,42,800 | 200 ₹81,600 | 100 ₹40,800 | 450 ₹1,83,600 | 350 ₹1,42,800 | 10 ₹4,080 | 800 ₹3,26,400 | 490 ₹1,99,920 | 200 ₹81,600 | 10 ₹4,080 | 200 ₹81,600 | 1 ₹408 Lowest | 600 ₹2,44,800 | 200 ₹81,600 | 800 ₹3,26,400 | 495 ₹2,01,960 |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
23 Mar 2021, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Completation of road by way of balance work of Earth Work Cutting,Walling,B/Wall ,Providing and Laying of 900mm dia Hume Pipe Culvert, 3.0 Mtr Span RCC Culvert in different location ,Providing and Laying 150mm thick WBM Gr-II, 75 mm thick WBM Grade I
2021_PWDJK_120548_1
e-NIT No.179/2020-21 dated 15-03-2021
Open Tender
Civil Works
Item Rate
120 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer PWD Poonch
₹1.7 L
Yes
27 Mar 2021
16 Mar 2021
24 Mar 2021
16 Mar 2021
23 Mar 2021
16 Mar 2021
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Complete Job.
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).With 20% stone .including all leads /lifts ,carriage, handling and re-handaling ( 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 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.including all leads /lifts ,carriage, handling and re-handaling ( 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 excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Steel reinforcement for R.C.C. work including straighetening,cutting,bending,placing in position and binding all complete upto plinth level. Mild steel and medium tensile steel bars
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.
Suspended floors,roofs,landing,balconies and access platforms
Edges of slabs and braks in floors and walls. Above 20cm wide
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:(Nallah) Cement mortar 1:6 ( 1 Cement : 6 coarse sand).including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Dry random rubble masonary (Nallah) with hard stone in foundation and plinth. Without bond stone.including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
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.
Dumping stone including cost of stones. On Horizontal on level.including all leads /lifts ,carriage, handling and re-handaling ( 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.
Hand packed stones in zinc coated gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120mm and wire dia 2.70 mm selvedge wire dia 3.4 mm & lacing wire dia 202 mm crates including supply of stones , cost of zinc coated gabions crates ..including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete.including all leads /lifts ,carriage, handling and re-handaling ( 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 lead and lift for 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 lead and lift for complete job .
MOHD SHAFI
SHAZAD AHMAD KHAN
Mohd Bashir
MS ZULFKAR HUSSAIN SHAH
M/S Matloob Hussain Shah
Mehnaz Akhter
MS ASHFAQ AHMED
MS ANEES AHMED
MS MAQSOOD AHMED
Asif Iqbal
MOHD BASHIR MALIK
Mohd Rafiq
Saahil Mir
GHULAM NABI MIR
MOHD RASHID MIR
Manmahon Singh
Javid Iqbal
SHAZAD SHABNAM
MM Ghulam Qadir Sheikh & Sons
M/S Masood Ahmed
MANIER HUSSAIN
AKHTAR HUSSAIN
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