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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹86.0 L+₹23.9 L (38.4%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹89.0 L+₹26.9 L (43.2%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹92.7 L+₹30.5 L (49.1%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹94.6 L+₹32.5 L (52.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Abdul Wahid Sheikh L5 | M/S NISHAT AHMAD AND SONS L6 | Gh. Rasool Buttt and brother L2 | MR. JEHANGIR AHMAD BUTT L4 | amina begum L3 | Jallal-ud-Din L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in (Incl. all leads, lifts & carriages etc.) | |||||||||
| 1.01 | All kinds of soil | 480 | cum | 180 ₹86,400 | 250 ₹1,20,000 | 140 ₹67,200 | 151 ₹72,480 | 120 ₹57,600 | 99 ₹47,520 Lowest |
| 1.02 | Ordinary Rock | 60 | cum | 250 ₹15,000 | 200 ₹12,000 | 150 ₹9,000 Lowest | 190.3 ₹11,418 | 150 ₹9,000 Lowest | 151 ₹9,060 |
| 1.03 | Hard Rock | 60 | cum | 400 ₹24,000 | 350 ₹21,000 | 190 ₹11,400 Lowest | 301.04 ₹18,062.4 | 550 ₹33,000 | 275 ₹16,500 |
| 2.00 | Earth work in excavation by mechanical means (hydraulic excavator) 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 bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
All kinds of soil (Incl. all leads, lifts & carriages etc.) | 1,367 | cum | 250 ₹3,41,750 | 200 ₹2,73,400 | 110 ₹1,50,370 | 250 ₹3,41,750 | 120 ₹1,64,040 | 81 ₹1,10,727 Lowest |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 20% plumb (Incl. all leads, lifts & carriages etc.) | 448.47 | cum | 5,000 ₹22,42,350 | 5,500 ₹24,66,585 | 4,500 ₹20,18,115 | 5,080 ₹22,78,227.6 | 3,400 ₹15,24,798 | 2,925 ₹13,11,774.75 Lowest |
| 3.01 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 49.4 | cum | 5,000 ₹2,47,000 | 4,500 ₹2,22,300 | 5,000 ₹2,47,000 | 5,200 ₹2,56,880 | 3,400 ₹1,67,960 | 3,100 ₹1,53,140 Lowest |
| 3.02 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 15 | cum | 3,000 ₹45,000 | 2,500 ₹37,500 | 2,800 ₹42,000 | 3,000 ₹45,000 | 3,200 ₹48,000 | 2,100 ₹31,500 Lowest |
| 4.00 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. (Incl. all leads, lifts & carriages etc.) | 150 | sqm | 400 ₹60,000 | 500 ₹75,000 | 5,500 ₹8,25,000 | 400.2 ₹60,030 | 500 ₹75,000 | 325 ₹48,750 Lowest |
| 5.00 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) (Incl. all leads, lifts & carriages etc.) | 180 | sqm | 200 ₹36,000 Lowest | 400 ₹72,000 | 210 ₹37,800 | 480 ₹86,400 | 320 ₹57,600 | 275 ₹49,500 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
20 Nov 2020, 2:00 pmClosed
Er. Romesh Singh
PWD (RnB) DIVISION KISHTWAR
Please Refer BOQ
2020_PWDJK_109235_1
e-NIT No. 56 of 2020-21 Dt 13/11/2020
Open Tender
Civil Works
Item Rate
180 days
Kishtwar
Please Refer NIT
3 documents required · 3 mandatory
₹6,000
Yes
PWD (RnB) DIVISION KISHTWAR
₹2.2 L
Yes
23 Nov 2020
13 Nov 2020
21 Nov 2020
13 Nov 2020
20 Nov 2020
13 Nov 2020
Amount
Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in (Incl. all leads, lifts & carriages etc.)
All kinds of soil
Ordinary Rock
Hard Rock
Earth work in excavation by mechanical means (hydraulic excavator) 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 bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil (Incl. all leads, lifts & 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 20% plumb (Incl. all leads, lifts & carriages etc.)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. (Incl. all leads, lifts & carriages etc.)
12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) (Incl. all leads, lifts & carriages etc.)
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Incl. all leads, lifts & carriages etc.)
Hand packed stone filling in horizontal level excluding cost of stone (Incl. all leads, lifts & carriages etc.)
Centring and shuttermg including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns (Incl. all leads, lifts & carriages etc.)
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. (Incl. all leads, lifts & 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. complete including cost and carriage of material. (Incl. all leads lifts, carriages etc.)
Base course with 63 mm to 45 mm size incluing stone screenings 13.2 mm size. including all carriages (Including all leads, lifts and Carriages).
Base course with 53 mm to 22.40 mm size incluing stone screenings 11.20 mm size. including all carriages (Including all leads, lifts and Carriages).
Gh. Rasool Buttt and brother
amina begum
MR. JEHANGIR AHMAD BUTT
Abdul Wahid Sheikh
M/S NISHAT AHMAD AND SONS
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