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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹70.0 L+₹6,365.20 (0.09%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹80.0 L+₹10.0 L (14.4%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹81.4 L+₹11.5 L (16.4%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹81.5 L+₹11.6 L (16.6%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Wali Mohd Kuchay L2 | M/S RATHER CONSTRUCTION.CO L11 | sajad ah bhat L5 | M/S BASHIR AHMAD DAR L3 | LATIEF AHMAD BHAT L1 | SHAKEELAHMADSHAH L6 | M/S SOFI HYDRALULIC L10 | M/S AALIM CONSTRUCTIONS L4 | M/S GHULAM NABI TEELI L12 | M/S Kuchay Constructions L7 | M/S NEW ALLIED L8 | M/S NISAR and CO. L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. and for shafts, wells, cesspits and including all areas, including dressing of sides and ramming of bottoms with all leads and lifts, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: | 1,581.2 | Cum | 150 ₹2,37,180 | 252 ₹3,98,462.4 | 250 ₹3,95,300 | 140 ₹2,21,368 Lowest | 229 ₹3,62,094.8 | 270 ₹4,26,924 | 200 ₹3,16,240 | 199 ₹3,14,658.8 | 400 ₹6,32,480 | 190 ₹3,00,428 | 200 ₹3,16,240 | 505 ₹7,98,506 |
| 2.00 | Dewatering at Site during and after execution for Tower Location No LP13,LP18 | 1 | Job | 5,000 ₹5,000 Lowest | 80,000 ₹80,000 | 35,000 ₹35,000 | 50,000 ₹50,000 | 11,000 ₹11,000 | 1,00,000 ₹1,00,000 | 50,000 ₹50,000 | 1,00,000 ₹1,00,000 | 1,00,000 ₹1,00,000 | 5,000 ₹5,000 Lowest | 7,000 ₹7,000 | 65,000 ₹65,000 |
| 3.00 | Nallah Diversion , during and after execution at Tower Location No LP13,LP18 | 1 | Job | 5,000 ₹5,000 Lowest | 80,000 ₹80,000 | 25,000 ₹25,000 | 70,000 ₹70,000 | 11,000 ₹11,000 | 1,00,000 ₹1,00,000 | 60,000 ₹60,000 | 1,00,000 ₹1,00,000 | 1,50,000 ₹1,50,000 | 5,000 ₹5,000 Lowest | 70,000 ₹70,000 | 95,000 ₹95,000 |
| 4.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto Top level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (a) MudMat, including carriage of materials complete job. | 44.84 | Cum | 4,000 ₹1,79,360 | 6,100 ₹2,73,524 | 5,100 ₹2,28,684 | 5,200 ₹2,33,168 | 5,500 ₹2,46,620 | 5,000 ₹2,24,200 | 6,000 ₹2,69,040 | 3,900 ₹1,74,876 | 6,200 ₹2,78,008 | 3,500 ₹1,56,940 Lowest | 4,000 ₹1,79,360 | 6,500 ₹2,91,460 |
| 5.00 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto top level: (M20)1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete job. | 212.4 | Cum | 6,000 ₹12,74,400 Lowest | 8,500 ₹18,05,400 | 8,700 ₹18,47,880 | 7,500 ₹15,93,000 | 7,300 ₹15,50,520 | 7,500 ₹15,93,000 | 8,000 ₹16,99,200 | 7,100 ₹15,08,040 | 10,200 ₹21,66,480 | 8,500 ₹18,05,400 | 7,100 ₹15,08,040 | 9,500 ₹20,17,800 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto top level. Thermo-Mechanically Treated bars of grade Fe-500D or more, including carriage of materials and placing under water conditions complete job. | 12,744 | KG | 60 ₹7,64,640 Lowest | 91 ₹11,59,704 | 85 ₹10,83,240 | 85 ₹10,83,240 | 93.5 ₹11,91,564 | 83 ₹10,57,752 | 91 ₹11,59,704 | 81 ₹10,32,264 | 103 ₹13,12,632 | 85 ₹10,83,240 | 110 ₹14,01,840 | 99 ₹12,61,656 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
Columns, pillars, piers, abutments, posts and struts. | 1,417.8 | Sm | 200 ₹2,83,560 | 325 ₹4,60,785 | 35 ₹49,623 | 205 ₹2,90,649 | 250 ₹3,54,450 | 250 ₹3,54,450 | 200 ₹2,83,560 | 230 ₹3,26,094 | 320 ₹4,53,696 | 240 ₹3,40,272 | 30 ₹42,534 Lowest | 570 ₹8,08,146 |
| 8.00 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 2.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, including cost of boulders ( Split Stones including carriage), as per drawing, all complete as per direction of Engineer-in-charge,including carriage of materials complete job.. | 1,652 | Cum | 2,500 ₹41,30,000 | 3,065 ₹50,63,380 | 2,700 ₹44,60,400 | 2,600 ₹42,95,200 | 1,900 ₹31,38,800 Lowest | 2,400 ₹39,64,800 | 3,200 ₹52,86,400 | 2,700 ₹44,60,400 | 3,200 ₹52,86,400 | 3,000 ₹49,56,000 | 3,111 ₹51,39,372 | 2,150 ₹35,51,800 |
| 9.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, with all leads and lifts | 1,345.2 | Cum | 90 ₹1,21,068 | 132.5 ₹1,78,239 | 20 ₹26,904 Lowest | 120 ₹1,61,424 | 95 ₹1,27,794 | 270 ₹3,63,204 | 198 ₹2,66,349.6 | 95 ₹1,27,794 | 150 ₹2,01,780 | 100 ₹1,34,520 | 100 ₹1,34,520 | 220 ₹2,95,944 |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
19 Jun 2023, 2:00 pmClosed
executive engineer tlmd 8
tlmd 8 , pdd complex bemina sgr
Construction of Protection Walling for Tower Location No. LP-13B/C and LP-18 of 220kV D/C Mir Bazar Lassipora-Transmission Line at Ramiara Nallah
2023_PDD_213691_1
TLMD- 8 /TS/ 06 of 2023 Dated 26-05-2023
Open Tender
Civil Works
Lump-sum
60 days
kashmir
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
executive engineer tlmd 8
₹2.3 L
19 Jul 2023
27 May 2023
20 Jun 2023
27 May 2023
19 Jun 2023
27 May 2023
Amount
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. and for shafts, wells, cesspits and including all areas, including dressing of sides and ramming of bottoms with all leads and lifts, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
Dewatering at Site during and after execution for Tower Location No LP13,LP18
Nallah Diversion , during and after execution at Tower Location No LP13,LP18
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto Top level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (a) MudMat, including carriage of materials complete job.
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto top level: (M20)1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete job.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto top level. Thermo-Mechanically Treated bars of grade Fe-500D or more, including carriage of materials and placing under water conditions complete job.
Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 2.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, including cost of boulders ( Split Stones including carriage), as per drawing, all complete as per direction of Engineer-in-charge,including carriage of materials complete job..
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, with all leads and lifts
Wali Mohd Kuchay
M/S BASHIR AHMAD DAR
M/S AALIM CONSTRUCTIONS
sajad ah bhat
SHAKEELAHMADSHAH
M/S Kuchay Constructions
M/S NEW ALLIED
M/S NISAR and CO.
M/S SOFI HYDRALULIC
M/S RATHER CONSTRUCTION.CO
M/S GHULAM NABI TEELI
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