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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹11.0 L (7.94%)Admitted-Finance | ₹1.5 Cr+₹11.0 L (7.94%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹14.7 L (10.6%)Admitted-Finance | ₹1.5 Cr+₹14.7 L (10.6%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹22.3 L (16.1%)Admitted-Finance | ₹1.6 Cr+₹22.3 L (16.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.7 Cr+₹31.7 L (22.9%)Admitted-Finance | ₹1.7 Cr+₹31.7 L (22.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S PADHA CONSTRUCTIONS CO. L2 | RAM PARKASH SHARMA L1 | Abdul Razak L5 | MANIER HUSSAIN L4 | parshotam lal L7 | Ravi Kant L6 | Ashok Sethi L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth. 1.5mtr in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50m, disposed earth to be levelled and neatly dressed .(All kinds of soils 60% , Ordinary rock 20% & Hard rock requiring blasting 20%) | ||||||||||
| 1.10 | All kinds of soil | 8,960 | Cum | 100 ₹8,96,000 | 87 ₹7,79,520 Lowest | 120 ₹10,75,200 | 120 ₹10,75,200 | 130 ₹11,64,800 | 144 ₹12,90,240 | 100 ₹8,96,000 |
| 1.20 | Ordinary Rock | 2,980 | Cum | 100 ₹2,98,000 | 87 ₹2,59,260 Lowest | 160 ₹4,76,800 | 160 ₹4,76,800 | 320 ₹9,53,600 | 144 ₹4,29,120 | 100 ₹2,98,000 |
| 1.30 | Hard Rock (Requiring Blasting or any other means) | 2,980 | Cum | 100 ₹2,98,000 | 87 ₹2,59,260 Lowest | 400 ₹11,92,000 | 400 ₹11,92,000 | 780 ₹23,24,400 | 144 ₹4,29,120 | 100 ₹2,98,000 |
| 2.00 | Filling available excavated earth as obtained from earth work in bulk excavation in layers not exceeding 200MM in thickness including the watering , compacting & rolling with 80-100 KN Road Roller. (All leads and lifts complete.) | 450 | Cum | 100 ₹45,000 | 7 ₹3,150 Lowest | 100 ₹45,000 | 100 ₹45,000 | 200 ₹90,000 | 144 ₹64,800 | 150 ₹67,500 |
| 3.00 | Earth work in excavation by mechanical means
(Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (Not exceeding 1.5 mtr in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 mtr including getting out excavated soil and disposal of surplus soil as directed within a lead of 50 mtr (All kinds of soils 60%, Ordinary rock 20% and Hard rock requiring blasting or any other means 20%) | 1,880 | Cum | 100 ₹1,88,000 | 87 ₹1,63,560 Lowest | 100 ₹1,88,000 | 100 ₹1,88,000 | 200 ₹3,76,000 | 144 ₹2,70,720 | 100 ₹1,88,000 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level in 1:5:10(1cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size crushed. (Including Carriages) | 240 | Cum | 100 ₹24,000 Lowest | 200 ₹48,000 | 3,200 ₹7,68,000 | 3,200 ₹7,68,000 | 2,900 ₹6,96,000 | 2,750 ₹6,60,000 | 1,000 ₹2,40,000 |
| 5.00 | Providing and laying in position cement concrete
of specified grade excluding the cost of centring
and shuttering- All work upto plinth level
in 1:3:6(1cement: 3 coarse sand: 6 graded
stone aggregate 20mm nominal size using plums (size not over 160mm split nallah stone
or quarry stone @ 30% of grass volume) Crushed (Including Carriages) | 640 | Cum | 3,000 ₹19,20,000 | 2,700 ₹17,28,000 Lowest | 3,900 ₹24,96,000 | 3,900 ₹24,96,000 | 3,300 ₹21,12,000 | 3,900 ₹24,96,000 | 3,000 ₹19,20,000 |
| 6.00 | 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 laces, courses, parapets, coping, bed blocks, anchor blocks, plain window
sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing in 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using 30% plums) crushed (Including Carriages) | 1,180 | Cum | 3,900 ₹46,02,000 | 2,850 ₹33,63,000 Lowest | 3,900 ₹46,02,000 | 3,900 ₹46,02,000 | 3,500 ₹41,30,000 | 3,900 ₹46,02,000 | 3,200 ₹37,76,000 |
| 7.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 course sand 4 graded stone aggregate 20mm nominal size) Crushed (Including Carriages) | 290 | Sqm | 10 ₹2,900 Lowest | 99 ₹28,710 | 250 ₹72,500 | 250 ₹72,500 | 3,500 ₹10,15,000 | 400 ₹1,16,000 | 270 ₹78,300 |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
9 Oct 2020, 4:00 pmClosed
xen
nowshera
Construction of road from Teryath to Ranthal via Peengagalla by way of earthwork in cutting/filling, construction of R/wall, Pucca Drain,14 Nos. 0.90 M Hume Pipe Culvert, 03 Nos. 3.0 M Span RCC slab Culvert,
2020_PWDJK_105569_1
eNIT No 19 of 2020/21 Dated 25/09/2020
Open Tender
Civil Works
Item Rate
365 days
nowshera
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
xen
₹4.6 L
25 Nov 2020
28 Sept 2020
10 Oct 2020
28 Sept 2020
9 Oct 2020
28 Sept 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth. 1.5mtr in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50m, disposed earth to be levelled and neatly dressed .(All kinds of soils 60% , Ordinary rock 20% & Hard rock requiring blasting 20%)
All kinds of soil
Ordinary Rock
Hard Rock (Requiring Blasting or any other means)
Filling available excavated earth as obtained from earth work in bulk excavation in layers not exceeding 200MM in thickness including the watering , compacting & rolling with 80-100 KN Road Roller. (All leads and lifts complete.)
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (Not exceeding 1.5 mtr in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 mtr including getting out excavated soil and disposal of surplus soil as directed within a lead of 50 mtr (All kinds of soils 60%, Ordinary rock 20% and Hard rock requiring blasting or any other means 20%)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level in 1:5:10(1cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size crushed. (Including Carriages)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level in 1:3:6(1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size using plums (size not over 160mm split nallah stone or quarry stone @ 30% of grass volume) Crushed (Including Carriages)
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 laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing in 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using 30% plums) crushed (Including Carriages)
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 course sand 4 graded stone aggregate 20mm nominal size) Crushed (Including Carriages)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing& reinforcement All work upto plinth level. 1:1.5:3 ( 1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) (Including Carriages)
Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with 1:6 Cement Sand Mortar (Including Carriages)
Providing & laying reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 150 slope, excluding cost of centering and shuttering, all work upto floor V level (Including Carriages)
Centring and shuttering including strutting propping etc. & removal of form work for
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters,buttesses, plinth and string coursed etc.
Suspended floors, roofs, landings, balconies and access platfarm.
Edges of slabs & breaks in floors and walls (Above 20 cm wide)
Reinforcement for RCC work including strengthening, cutting, bending, placing in position and binding all complete COLD TWISTED BARS (Including Carriages)
Providing & laying of Hume pipes 0.90m dia in position including jointing with collars (including cost of pipes & collars) (including Carriae) (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 and stacking of graded stone aggregate at site of size range. (Including Carriage)
63mm to 45mm
53mm to 22.4mm
Supplying and stacking of stone screenings/chippings at site Including Carriage
13.20mm nominal size (Type-A)
11.20mm (Type-B)
Laying water bound macadam with specified stone aggregate stone screening and binding matrial including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc
Base course with 63mm to 45mm size incl. stone screening 13.2mm size.
Base Course with 53mm to 22.4mm size incl. stone screening 11.2mm size
Supplying and stacking of good earth at site including carriage
Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M.@ 0.75 Kg/sqm.
2.5 cm premix carpet surfacing with 2.25cu.m. and 1.12 cu.m of stone chippings of 13.2 mm and 11.2 size respectively per 100 sq.m. and 52kg. and 56 kg. of hot bitumen per cu.m. of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt 60/70 with no solvent. (Including Carriages)
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. (Including Carriages)
M/S PADHA CONSTRUCTIONS CO.
Ashok Sethi
MANIER HUSSAIN
Abdul Razak
Ravi Kant
parshotam lal
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