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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAdmitted-Finance | ₹47.9 L | L1 | Admitted-Finance |
| 2 | L2₹48.0 L+₹15,554.80 (0.32%)Admitted-Finance | ₹48.0 L+₹15,554.80 (0.32%) | L2 | Admitted-Finance |
| 3 | L3₹49.2 L+₹1.3 L (2.71%)Admitted-Finance | ₹49.2 L+₹1.3 L (2.71%) | L3 | Admitted-Finance |
| 4 | L4₹49.6 L+₹1.7 L (3.58%)Admitted-Finance | ₹49.6 L+₹1.7 L (3.58%) | L4 | Admitted-Finance |
| 5 | L5₹52.9 L+₹5.0 L (10.5%)Admitted-Finance | ₹52.9 L+₹5.0 L (10.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHD ARIF BUTT L8 | Mohd Maqbool Butt L2 | LUCKY TRADERS L5 | CHANDER MOHAN GUPTA L6 | M/S GULZAR MATOO AND CO. PROP. GULZAR HUSSAIN MATTOO L9 | M/S ZARGAR CONSTRUCTION CO L7 | SH. MOHD IQBAL KEEN L11 | M/S NISHAT AHMAD AND SONS L4 | GHULAM MOHD L10 | Mushtaq Ahmed Shan L1 | MOHD ADNAN L3 | Om Parkash Constructions L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.(including all leads lifts and carriages etc) | |||||||||||||||
| 1.01 | All kinds of soil | 1,875.24 | cum | 60 ₹1,12,514.4 Lowest | 100 ₹1,87,524 | 100 ₹1,87,524 | 95 ₹1,78,147.8 | 100 ₹1,87,524 | 80 ₹1,50,019.2 | 145 ₹2,71,909.8 | 80 ₹1,50,019.2 | 75 ₹1,40,643 | 100 ₹1,87,524 | 100 ₹1,87,524 | 110 ₹2,06,276.4 |
| 1.02 | Ordinary rock | 1,250.16 | cum | 100 ₹1,25,016 | 150 ₹1,87,524 | 100 ₹1,25,016 | 130 ₹1,62,520.8 | 120 ₹1,50,019.2 | 100 ₹1,25,016 | 178 ₹2,22,528.48 | 80 ₹1,00,012.8 Lowest | 100 ₹1,25,016 | 120 ₹1,50,019.2 | 100 ₹1,25,016 | 170 ₹2,12,527.2 |
| 1.03 | Hard Rock (Requiring blasting) | 9,627.82 | cum | 180 ₹17,33,007.6 | 150 ₹14,44,173 Lowest | 200 ₹19,25,564 | 260 ₹25,03,233.2 | 340 ₹32,73,458.8 | 290 ₹27,92,067.8 | 407 ₹39,18,522.74 | 280 ₹26,95,789.6 | 300 ₹28,88,346 | 200 ₹19,25,564 | 200 ₹19,25,564 | 519 ₹49,96,838.58 |
| 2.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)(including all leads lifts and carriages etc) | 23.2 | cum | 3,000 ₹69,600 | 3,000 ₹69,600 | 3,000 ₹69,600 | 2,500 ₹58,000 | 3,500 ₹81,200 | 1,800 ₹41,760 | 3,800 ₹88,160 | 1,000 ₹23,200 Lowest | 2,500 ₹58,000 | 2,100 ₹48,720 | 3,000 ₹69,600 | 2,499 ₹57,976.8 |
| 3.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)(including all leads lifts and carriages etc) | 312.48 | cum | 4,000 ₹12,49,920 | 4,500 ₹14,06,160 | 5,000 ₹15,62,400 | 5,200 ₹16,24,896 | 4,700 ₹14,68,656 | 5,500 ₹17,18,640 | 4,800 ₹14,99,904 | 1,900 ₹5,93,712 Lowest | 4,800 ₹14,99,904 | 3,400 ₹10,62,432 | 4,500 ₹14,06,160 | 3,399 ₹10,62,119.52 |
| 4.00 | 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 and carriages etc) | 14.4 | cum | 4,000 ₹57,600 | 9,000 ₹1,29,600 | 6,000 ₹86,400 | 8,000 ₹1,15,200 | 8,000 ₹1,15,200 | 7,500 ₹1,08,000 | 9,000 ₹1,29,600 | 1,500 ₹21,600 Lowest | 12,000 ₹1,72,800 | 5,500 ₹79,200 | 7,500 ₹1,08,000 | 3,599 ₹51,825.6 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars(including all leads lifts and carriages etc) | 1,152 | Kg | 100 ₹1,15,200 | 80 ₹92,160 | 70 ₹80,640 Lowest | 85 ₹97,920 | 82 ₹94,464 | 88 ₹1,01,376 | 100 ₹1,15,200 | 80 ₹92,160 | 85 ₹97,920 | 70 ₹80,640 Lowest | 85 ₹97,920 | 75 ₹86,400 |
| 6.00 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (including all leads lifts and carriages etc) | 38.6 | cum | 4,000 ₹1,54,400 | 4,000 ₹1,54,400 | 1,800 ₹69,480 | 1,900 ₹73,340 | 1,700 ₹65,620 | 1,200 ₹46,320 | 1,600 ₹61,760 | 1,000 ₹38,600 Lowest | 2,200 ₹84,920 | 1,200 ₹46,320 | 1,100 ₹42,460 | 1,099 ₹42,421.4 |
| 7.00 | Hand packed stone filling in horizontal level excluding costg of stone(including all leads lifts and carriages etc) | 60 | cum | 150 ₹9,000 | 200 ₹12,000 | 300 ₹18,000 | 150 ₹9,000 | 200 ₹12,000 | 800 ₹48,000 | 216.4 ₹12,984 | 50 ₹3,000 | 2,000 ₹1,20,000 | 100 ₹6,000 | 100 ₹6,000 | 49 ₹2,940 Lowest |
Tender Value
₹1.1 Cr
Closing Date
26 Mar 2021, 2:00 pmClosed
Er. Romesh Singh
EXECUTIVE ENGINEER PWD (RnB) DIVISION KISHTWAR
Please Refer BOQ
2021_PWDJK_120953_1
e-NIT No. 103 of 2020-21 Dt. 19/03/2021
Open Tender
Civil Works
Item Rate
90 days
KISHTWAR
Please Refer NIT
2 documents required · 2 mandatory
₹6,000
Yes
EXECUTIVE ENGINEER PWD (RnB) DIVISION KISHTWAR
Exempted
27 Jul 2021
19 Mar 2021
27 Mar 2021
19 Mar 2021
26 Mar 2021
19 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 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.(including all leads lifts and carriages etc)
All kinds of soil
Ordinary rock
Hard Rock (Requiring blasting)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)(including all leads lifts and carriages etc)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)(including all leads lifts and carriages etc)
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 and carriages etc)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars(including all leads lifts and carriages etc)
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (including all leads lifts and carriages etc)
Hand packed stone filling in horizontal level excluding costg of stone(including all leads lifts and carriages etc)
Centering and shuttering including strutting, propping etc. and removal of form work for:(including all leads lifts and carriages etc)
Foundations, footings, bases for column(including all leads lifts and carriages etc)
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (including all leads lifts and carriages etc)
Providing and laying water Bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, speading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. incl. stone screening of size 11.2 mm nominal size (Type-A) complete including cost and carriage of material. (Including all leads, lifts and Carriages).
Base course with 63 mm to 45 mm size including stone screenings 13.2 mm size.(including all leads lifts and carriages etc)
Base course with 53 mm to 22.4 mm size including stone screenings 11.2 mm size(including all leads lifts and carriages etc)
Providing and Laying premix bitumen macadam base course with stone aggregate of quality, size and grading as specified in CPWD specifiaction and straight run bitumen of grade 80/100 @4% by wjeight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher to the required compaction and density (50mm compacted thickness), Quarry (including cost of tar) (including all leads, lifts, carriages of all material complete finished item). (Including all leads, lifts and Carriages).
Providing and laying 2.5 cm thick premix carpet surfacing with 2.25 cum and 1.12 cum of stone chipping of 13.20 size and 11.20 mm size respectively per 100 sqm and 52 Kg to 56 Kg of hot bitumen per cum of stone chipping of 13.20mm and 11.20mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc complete; including providing and laying seal coat & tack coat as per CPWD specification complete Job. (Including all leads, lifts and Carriages).
Mohd Maqbool Butt
MOHD ADNAN
M/S NISHAT AHMAD AND SONS
LUCKY TRADERS
CHANDER MOHAN GUPTA
M/S ZARGAR CONSTRUCTION CO
MOHD ARIF BUTT
M/S GULZAR MATOO AND CO. PROP. GULZAR HUSSAIN MATTOO
GHULAM MOHD
SH. MOHD IQBAL KEEN
Om Parkash Constructions
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