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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹71.7 L+₹4.3 L (6.45%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹81.0 L+₹13.6 L (20.2%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹1.1 Cr+₹39.8 L (59.1%)Admitted-Finance R O DALIPORA PULWAMA | PULWAMA | JAMMU AND KASHMIR | 191102 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHD AKBAR BHAT L3 | MS RAHAT CONSTRUCTIONS L4 | LATIEF AHMAD BHAT L1 | WALI MOHD KUCHAY L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Designing of Protection Wall, Preparation of Conceptual Drawings & Design Calculations for TOWER-(LP-12, LP-19), (LP-7, LP-8) & Tower - 75 (5No. Tower Locations) of 220kV Mir Bazar- Lassipora including approval of Design fron Design Directorate Srinagar. | 1 | Job | 55,000 ₹55,000 | 40,000 ₹40,000 | 5,000 ₹5,000 Lowest | 1,00,000 ₹1,00,000 |
| 2.00 | 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: | 2,302 | Cum | 160 ₹3,68,320 Lowest | 560 ₹12,89,120 | 229 ₹5,27,158 | 200 ₹4,60,400 |
| 3.00 | Dewatering at Site during and after execution for Tower Location No LP13,LP18 | 1 | Job | 16,000 ₹16,000 | 35,000 ₹35,000 | 1,100 ₹1,100 Lowest | 40,000 ₹40,000 |
| 4.00 | Nallah Diversion , during and after execution at Tower Location No LP13,LP18 | 1 | Job | 16,000 ₹16,000 | 35,000 ₹35,000 | 1,100 ₹1,100 Lowest | 40,000 ₹40,000 |
| 5.00 | 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. | 54 | Cum | 6,300 ₹3,40,200 | 5,350 ₹2,88,900 Lowest | 5,500 ₹2,97,000 | 5,500 ₹2,97,000 |
| 6.00 | 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. | 153 | Cum | 9,000 ₹13,77,000 | 7,100 ₹10,86,300 | 7,561 ₹11,56,833 | 7,000 ₹10,71,000 Lowest |
| 7.00 | 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. | 9,180 | KG | 100 ₹9,18,000 | 100 ₹9,18,000 | 93.5 ₹8,58,330 | 80 ₹7,34,400 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
Columns, pillars, piers, abutments, posts and struts. | 1,023 | Sm | 340 ₹3,47,820 | 300 ₹3,06,900 | 250 ₹2,55,750 Lowest | 280 ₹2,86,440 |
| 9.00 | 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.. | 1,595 | Cum | 2,370 ₹37,80,150 | 2,947 ₹47,00,465 | 2,145 ₹34,21,275 Lowest | 2,200 ₹35,09,000 |
| 10.00 | 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 | 1,996 | Cum | 150 ₹2,99,400 | 200 ₹3,99,200 | 2 ₹3,992 Lowest | 100 ₹1,99,600 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
3 Jul 2024, 2:00 pmClosed
executive engineer tlmd 8
pdd complex bemina sgr
Designing, Preparation of Drawings Design Calculations, Construction of Protection Walling for Tower Foundation No. LP-07, LP-08, LP-12 , LP-19 , Tower 75 of 220kV DC Mir Bazar- Lassipora Transmission Line at Rambi Aarah Nallah
2024_PDD_250094_1
NIT No-TLMD-VIII /TS/ 02 of 2024 Dated 10-06-2024
Open Tender
Civil Works
Lump-sum
90 days
kashmir
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
CD A/C No. 0367010200000174
₹2.2 L
11 Jul 2024
13 Jun 2024
4 Jul 2024
13 Jun 2024
3 Jul 2024
13 Jun 2024
13 Jun 2024 - 28 Jun 2024
Amount
Designing of Protection Wall, Preparation of Conceptual Drawings & Design Calculations for TOWER-(LP-12, LP-19), (LP-7, LP-8) & Tower - 75 (5No. Tower Locations) of 220kV Mir Bazar- Lassipora including approval of Design fron Design Directorate Srinagar.
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
Excavating,supplying and Filling by Existing River bed material.(Bed material available at site),in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, with all leads and lifts (Including carriages)
Providing and laying of 100 dia Weep Holes in staggered Pattern 1m @ c/c
Random Rubble Masonary with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 upto plinth level with cement mortar 1:6 (with quary stone)
WALI MOHD KUCHAY
MOHD AKBAR BHAT
MS RAHAT CONSTRUCTIONS
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