Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 CrAdmitted-Finance | ₹8.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.4 Cr+₹3.6 Cr (40.5%)Admitted-Finance | ₹12.4 Cr+₹3.6 Cr (40.5%) | L2 | Admitted-Finance |
| 3 | L3₹12.8 Cr+₹4.0 Cr (45.3%)Admitted-Finance | ₹12.8 Cr+₹4.0 Cr (45.3%) | L3 | Admitted-Finance |
| 4 | L4₹14.8 Cr+₹6.0 Cr (68.2%)Admitted-Finance 224 KAILASH NAGAR SHOBHAPUR COLONY DISTRICT BETUL MADHYA PRADESH PIN 460449 | BETUL | MADHYA PRADESH | 460449 | ₹14.8 Cr+₹6.0 Cr (68.2%) | L4 | Admitted-Finance |
| 5 | L5₹15.8 Cr+₹7.0 Cr (79.1%)Admitted-Finance | ₹15.8 Cr+₹7.0 Cr (79.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S PRABESH BARMAN L17 | MS GLOBE INDIA ENTERPRISE L19 | M/s M.A. Enterprise L13 | SHINE STAR PROJECT L9 | R B Engg and Infrastructure Pvt Ltd L15 | M/S. M.P. AGARWALLA L22 | NIRMAL KUMAR AGARWALLA L23 | North East Engineering n Construction L20 | Manoj Pareek L2 | Mechfab engineering industries pvt ltd L8 | SAMIM AKHTER CHOUDHURY L16 | M/S - khagen Kalita L5 | DHANSAGAR CHOUDHURY L18 | Tirupati Construction Co L4 | M/s R.P.JALLAN L6 | Bodan Baruah L1 | ZENITH BUILDERS AND SUPPLIERS L24 | M/S AFCONS L11 | Bhrigu Nath Shah L25 | Sri Jiban Chutia L14 | S T ENTERPRISES L10 | LOHIT CHANDRA GOGOI L21 | P K CONSTRUCTION L3 | M/S MANAB JYOTI GOGOI AND CO L12 | Royal Construction Co. L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 10.00 | Clearing tea bushes and removal of rubbish up to a distance of 30m outside the periphery of the area. By manual means. Grubbing, scrubbing & clearing the areas, removal of roots/boulders, breaking clods, making up the hollow produced by removal of roots/boulders with available earth, clearing the site of all objectionable/unserviceable materials by means of manual or mechanical excavation as per directions of Engineer-in-Charge. Including loading, transport, unloading and disposal of the unserviceable material at designated areas within the plant boundary and leveling the same. | 5,21,820 | M2 | 8 ₹41,74,560 | 10 ₹52,18,200 | 12 ₹62,61,840 | 4.25 ₹22,17,735 | 14 ₹73,05,480 | 10 ₹52,18,200 | 9 ₹46,96,380 | 10 ₹52,18,200 | 6 ₹31,30,920 | 3 ₹15,65,460 | 3 ₹15,65,460 | 2.5 ₹13,04,550 | 0.68 ₹3,54,837.6 Lowest | 10 ₹52,18,200 | 3.5 ₹18,26,370 | 2.05 ₹10,69,731 | 10 ₹52,18,200 | 60 ₹3,13,09,200 | 31 ₹1,61,76,420 | 5 ₹26,09,100 | 15 ₹78,27,300 | 30 ₹1,56,54,600 | 9 ₹46,96,380 | 60.9 ₹3,17,78,838 | 3.5 ₹18,26,370 |
| 20.00 | Cutting of trees of any Girth, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of serviceable material by manual means | 1,127 | EA | 800 ₹9,01,600 | 500 ₹5,63,500 | 1,200 ₹13,52,400 | 180 ₹2,02,860 | 1,000 ₹11,27,000 | 1,200 ₹13,52,400 | 1,150 ₹12,96,050 | 200 ₹2,25,400 | 900 ₹10,14,300 | 190 ₹2,14,130 | 200 ₹2,25,400 | 800 ₹9,01,600 | 438 ₹4,93,626 | 500 ₹5,63,500 | 100 ₹1,12,700 | 310 ₹3,49,370 | 180 ₹2,02,860 | 1,200 ₹13,52,400 | 2,130 ₹24,00,510 | 86 ₹96,922 Lowest | 400 ₹4,50,800 | 500 ₹5,63,500 | 600 ₹6,76,200 | 190 ₹2,14,130 | 175 ₹1,97,225 |
| 30.00 | Dismantling of existing structures like culverts, bridges, retaining walls, drains, trenches, and other structure comprising of masonry, cement concrete, including Tools and Machineries and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 500 m outside exit gate (By mechanical means.) Plain Cement Concrete of all Mix grades | 78 | M3 | 1,500 ₹1,17,000 | 3,000 ₹2,34,000 | 1,000 ₹78,000 | 1,500 ₹1,17,000 | 1,000 ₹78,000 | 1,000 ₹78,000 | 1,200 ₹93,600 | 2,000 ₹1,56,000 | 750 ₹58,500 | 200 ₹15,600 | 2,007.1 ₹1,56,553.8 | 500 ₹39,000 | 538 ₹41,964 | 1,200 ₹93,600 | 100 ₹7,800 Lowest | 1,650 ₹1,28,700 | 2,900 ₹2,26,200 | 1,200 ₹93,600 | 4,500 ₹3,51,000 | 190 ₹14,820 | 800 ₹62,400 | 500 ₹39,000 | 1,000 ₹78,000 | 1,208 ₹94,224 | 110 ₹8,580 |
| 40.00 | Dismantling of existing structures like culverts, bridges, retaining walls, drains, trenches, and other structure comprising of masonry, cement concrete, including Tools and Machineries and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 500 m outside exit gate (By mechanical means.) Reinforced Cement Concrete of all Mix grades | 130 | M3 | 1,200 ₹1,56,000 | 3,200 ₹4,16,000 | 1,000 ₹1,30,000 | 1,500 ₹1,95,000 | 1,000 ₹1,30,000 | 1,100 ₹1,43,000 | 1,150 ₹1,49,500 | 2,000 ₹2,60,000 | 900 ₹1,17,000 | 200 ₹26,000 | 3,128.1 ₹4,06,653 | 500 ₹65,000 | 778 ₹1,01,140 | 2,000 ₹2,60,000 | 100 ₹13,000 Lowest | 1,750 ₹2,27,500 | 3,400 ₹4,42,000 | 1,500 ₹1,95,000 | 4,950 ₹6,43,500 | 200 ₹26,000 | 700 ₹91,000 | 1,000 ₹1,30,000 | 5,000 ₹6,50,000 | 1,480 ₹1,92,400 | 230 ₹29,900 |
| 50.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick/Block/Rubble masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 500 m outside exit gate | 130 | M3 | 900 ₹1,17,000 | 3,200 ₹4,16,000 | 800 ₹1,04,000 | 1,600 ₹2,08,000 | 800 ₹1,04,000 | 800 ₹1,04,000 | 750 ₹97,500 | 800 ₹1,04,000 | 900 ₹1,17,000 | 200 ₹26,000 | 3,128.1 ₹4,06,653 | 500 ₹65,000 | 782 ₹1,01,660 | 1,000 ₹1,30,000 | 150 ₹19,500 Lowest | 1,150 ₹1,49,500 | 3,600 ₹4,68,000 | 1,200 ₹1,56,000 | 4,975 ₹6,46,750 | 230 ₹29,900 | 500 ₹65,000 | 700 ₹91,000 | 5,000 ₹6,50,000 | 1,110 ₹1,44,300 | 210 ₹27,300 |
| 60.00 | Earth work in excavation for all kind of Soil including all labour, materials, dressing of sides, pumping & bailing out water accumulated due to rain and / or subsoil waters and including disposal or stacking, leveling and neatly dressing as decided by Engineer-in-Charge of surplus excavated material within a lead of 500 M etc including providing temporary supports to existing service lines like water pipes, sewerage, electric cables, etc., if any, complete, including shoring/ strutting if required, all materials and labour complete and as directed by Engineer-in-Charge for following depth. Excavated soil shall be disposed at least 50 m away from the Plant Boundary / kept for backfilling within a radius of 500M and the charges for the same is included in this item. From grade level upto 1.5m depth | 2,60,000 | M3 | 200 ₹5,20,00,000 | 206 ₹5,35,60,000 | 149 ₹3,87,40,000 | 130 ₹3,38,00,000 | 150 ₹3,90,00,000 | 150 ₹3,90,00,000 | 145 ₹3,77,00,000 | 150 ₹3,90,00,000 | 80 ₹2,08,00,000 | 100 ₹2,60,00,000 | 160 ₹4,16,00,000 | 124 ₹3,22,40,000 | 204 ₹5,30,40,000 | 155 ₹4,03,00,000 | 100 ₹2,60,00,000 | 75 ₹1,95,00,000 Lowest | 225 ₹5,85,00,000 | 125 ₹3,25,00,000 | 275 ₹7,15,00,000 | 185 ₹4,81,00,000 | 130 ₹3,38,00,000 | 180 ₹4,68,00,000 | 80 ₹2,08,00,000 | 220 ₹5,72,00,000 | 100 ₹2,60,00,000 |
| 70.00 | Earth work in excavation for all kind of Soil including all labour, materials, dressing of sides, pumping & bailing out water accumulated due to rain and / or subsoil waters and including disposal or stacking, leveling and neatly dressing as decided by Engineer-in-Charge of surplus excavated material within a lead of 500 M etc including providing temporary supports to existing service lines like water pipes, sewerage, electric cables, etc., if any, complete, including shoring/ strutting if required, all materials and labour complete and as directed by Engineer-in-Charge for following depth. Excavated soil shall be disposed at least 50 m away from the Plant Boundary / kept for backfilling within a radius of 500M and the charges for the same is included in this item. From 1.5m depth to 5.0m depth. | 1,30,000 | M3 | 280 ₹3,64,00,000 | 260 ₹3,38,00,000 | 160 ₹2,08,00,000 | 145 ₹1,88,50,000 | 160 ₹2,08,00,000 | 200 ₹2,60,00,000 | 210 ₹2,73,00,000 | 150 ₹1,95,00,000 | 95 ₹1,23,50,000 | 29 ₹37,70,000 Lowest | 200 ₹2,60,00,000 | 128 ₹1,66,40,000 | 258 ₹3,35,40,000 | 170 ₹2,21,00,000 | 40 ₹52,00,000 | 95 ₹1,23,50,000 | 440 ₹5,72,00,000 | 121 ₹1,57,30,000 | 295 ₹3,83,50,000 | 193 ₹2,50,90,000 | 150 ₹1,95,00,000 | 250 ₹3,25,00,000 | 85 ₹1,10,50,000 | 254 ₹3,30,20,000 | 50 ₹65,00,000 |
| 80.00 | Backfilling around foundations, plinth, trenches etc to proper grade and level with selected materials from available excavated soil within a lead of 500 meter, including re-excavating the deposited soil excavated earlier, breaking clods, loading, transporting and laying at all depths / heights in layer of 200 mm loose thickness, watering and ramming to proper compaction as per directions of Engineer-in-Charge. ( Rate for compacted thickness shall be considered.) From available excavated soil within a lead of 2KM to 3KM. | 2,66,500 | M3 | 200 ₹5,33,00,000 | 210 ₹5,59,65,000 | 140 ₹3,73,10,000 | 155 ₹4,13,07,500 | 150 ₹3,99,75,000 | 150 ₹3,99,75,000 | 155 ₹4,13,07,500 | 70 ₹1,86,55,000 | 120 ₹3,19,80,000 | 105 ₹2,79,82,500 | 210 ₹5,59,65,000 | 80 ₹2,13,20,000 | 142 ₹3,78,43,000 | 100 ₹2,66,50,000 | 105 ₹2,79,82,500 | 65 ₹1,73,22,500 | 392 ₹10,44,68,000 | 150 ₹3,99,75,000 | 425 ₹11,32,62,500 | 175 ₹4,66,37,500 | 140 ₹3,73,10,000 | 250 ₹6,66,25,000 | 130 ₹3,46,45,000 | 55 ₹1,46,57,500 Lowest | 117 ₹3,11,80,500 |
| 90.00 | Backfilling around foundations, plinth, trenches etc to proper grade and level with excavating the earth from approved borrow pits (arranged by Contractor) including cost of backfill material along with all royalties/taxes etc, loading, transporting and laying at all depths / heights in layer of 200 mm loose thickness, watering and ramming to proper compaction as per directions of Engineer-in-Charge and including certification of used material in compliance with the Soil Recommendations. ( Rate for compacted thickness shall be considered.) | 2,60,000 | M3 | 200 ₹5,20,00,000 | 210 ₹5,46,00,000 | 255 ₹6,63,00,000 | 165 ₹4,29,00,000 | 300 ₹7,80,00,000 | 550 ₹14,30,00,000 | 575 ₹14,95,00,000 | 500 ₹13,00,00,000 | 130 ₹3,38,00,000 | 327 ₹8,50,20,000 | 250 ₹6,50,00,000 | 246 ₹6,39,60,000 | 268 ₹6,96,80,000 | 107 ₹2,78,20,000 | 320 ₹8,32,00,000 | 65 ₹1,69,00,000 Lowest | 468 ₹12,16,80,000 | 150 ₹3,90,00,000 | 515 ₹13,39,00,000 | 215 ₹5,59,00,000 | 180 ₹4,68,00,000 | 300 ₹7,80,00,000 | 120 ₹3,12,00,000 | 96 ₹2,49,60,000 | 300 ₹7,80,00,000 |
| 100.00 | Conducting topographical ground / land survey & carrying out Spot levels at grid , (including Constructing of Grid Pillar as per specifications) in the specified area indicated by conventional / GPS or any other standard method , covering details as specified in the plot plan /scope of work/sketches/as-built markup and elsewhere in tender document and directions of Engineer-in-Charge including submitting hard copies of drawing / map and supply of electronic files. The rate shall includes mobilizing tools tackles, personnel for specific purpose of carrying out the field work, contour surveying, locating the plant boundaries, limits, calculating reduced levels for surveying at site, establishing HFL( high flood level) , locating and construction of new bench mark Pillars (10 nos.) and also, Clearing and stripping of the areas, removing shrubs, grass, bushes, vegetation growth and other objectionable materials, trees up to and inclusive of a girth of 30cms (girth measured at a height of one meter from ground level ) including uprooting of roots, etc. for taking spot levels, disposing all materials out side boundary limit all complete as per specifications and directions of Engineering-in Charge. | 160 | HA | 20,000 ₹32,00,000 | 3,000 ₹4,80,000 | 5,200 ₹8,32,000 | 8,000 ₹12,80,000 | 5,000 ₹8,00,000 | 4,000 ₹6,40,000 | 4,500 ₹7,20,000 | 10,000 ₹16,00,000 | 6,500 ₹10,40,000 | 5,000 ₹8,00,000 | 2,000 ₹3,20,000 | 5,000 ₹8,00,000 | 1,542 ₹2,46,720 | 25,000 ₹40,00,000 | 7,500 ₹12,00,000 | 5,300 ₹8,48,000 | 92,500 ₹1,48,00,000 | 10,000 ₹16,00,000 | 75,000 ₹1,20,00,000 | 26 ₹4,160 Lowest | 3,000 ₹4,80,000 | 7,000 ₹11,20,000 | 5,000 ₹8,00,000 | 8,500 ₹13,60,000 | 6,350 ₹10,16,000 |
Tender Value
Refer Docs
EMD Value
₹2.8 L
Closing Date
16 Feb 2022, 11:00 amClosed
Kaveri Hazarika 9435703123
Numaligarh Refinery Limited
Site Development Works for Numaligarh Refinery Expansion Project, Phase-I
2022_NRL_671332_1
OC10000458/KAV
Open Tender
Miscellaneous Works
Works
120 days
Numaligarh Refinery Limited
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2.8 L
Yes
7 Mar 2022
2 Feb 2022
17 Feb 2022
2 Feb 2022
16 Feb 2022
12 Feb 2022
Amount
Clearing tea bushes and removal of rubbish up to a distance of 30m outside the periphery of the area. By manual means. Grubbing, scrubbing & clearing the areas, removal of roots/boulders, breaking clods, making up the hollow produced by removal of roots/boulders with available earth, clearing the site of all objectionable/unserviceable materials by means of manual or mechanical excavation as per directions of Engineer-in-Charge. Including loading, transport, unloading and disposal of the unserviceable material at designated areas within the plant boundary and leveling the same.
Cutting of trees of any Girth, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of serviceable material by manual means
Dismantling of existing structures like culverts, bridges, retaining walls, drains, trenches, and other structure comprising of masonry, cement concrete, including Tools and Machineries and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 500 m outside exit gate (By mechanical means.) Plain Cement Concrete of all Mix grades
Dismantling of existing structures like culverts, bridges, retaining walls, drains, trenches, and other structure comprising of masonry, cement concrete, including Tools and Machineries and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 500 m outside exit gate (By mechanical means.) Reinforced Cement Concrete of all Mix grades
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick/Block/Rubble masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 500 m outside exit gate
Earth work in excavation for all kind of Soil including all labour, materials, dressing of sides, pumping & bailing out water accumulated due to rain and / or subsoil waters and including disposal or stacking, leveling and neatly dressing as decided by Engineer-in-Charge of surplus excavated material within a lead of 500 M etc including providing temporary supports to existing service lines like water pipes, sewerage, electric cables, etc., if any, complete, including shoring/ strutting if required, all materials and labour complete and as directed by Engineer-in-Charge for following depth. Excavated soil shall be disposed at least 50 m away from the Plant Boundary / kept for backfilling within a radius of 500M and the charges for the same is included in this item. From grade level upto 1.5m depth
Earth work in excavation for all kind of Soil including all labour, materials, dressing of sides, pumping & bailing out water accumulated due to rain and / or subsoil waters and including disposal or stacking, leveling and neatly dressing as decided by Engineer-in-Charge of surplus excavated material within a lead of 500 M etc including providing temporary supports to existing service lines like water pipes, sewerage, electric cables, etc., if any, complete, including shoring/ strutting if required, all materials and labour complete and as directed by Engineer-in-Charge for following depth. Excavated soil shall be disposed at least 50 m away from the Plant Boundary / kept for backfilling within a radius of 500M and the charges for the same is included in this item. From 1.5m depth to 5.0m depth.
Backfilling around foundations, plinth, trenches etc to proper grade and level with excavating the earth from approved borrow pits (arranged by Contractor) including cost of backfill material along with all royalties/taxes etc, loading, transporting and laying at all depths / heights in layer of 200 mm loose thickness, watering and ramming to proper compaction as per directions of Engineer-in-Charge and including certification of used material in compliance with the Soil Recommendations. ( Rate for compacted thickness shall be considered.)
Conducting topographical ground / land survey & carrying out Spot levels at grid , (including Constructing of Grid Pillar as per specifications) in the specified area indicated by conventional / GPS or any other standard method , covering details as specified in the plot plan /scope of work/sketches/as-built markup and elsewhere in tender document and directions of Engineer-in-Charge including submitting hard copies of drawing / map and supply of electronic files. The rate shall includes mobilizing tools tackles, personnel for specific purpose of carrying out the field work, contour surveying, locating the plant boundaries, limits, calculating reduced levels for surveying at site, establishing HFL( high flood level) , locating and construction of new bench mark Pillars (10 nos.) and also, Clearing and stripping of the areas, removing shrubs, grass, bushes, vegetation growth and other objectionable materials, trees up to and inclusive of a girth of 30cms (girth measured at a height of one meter from ground level ) including uprooting of roots, etc. for taking spot levels, disposing all materials out side boundary limit all complete as per specifications and directions of Engineering-in Charge.
Providing and laying in position Plain Cement Concrete 1:4:8 (1 Cement: 4 Coarse Sand: 8 Graded Stone Aggregates) with 40 mm and down size graded stone aggregate as leveling course in foundations, under slabs on grade etc., including tamping, curing, shuttering etc. complete for all depths and heights. For details refer specification for Plain and Reinforced concrete (NR-0ZZZZ-CV-SPE-0002)Materials to be supplied as per approved vendor lists attached with special conditions of contract.
Providing and laying in position Reinforced Cement Concrete in open foundations, trenches, precast cover slabs of specified grade( design mix ) with 20 mm and down size graded stone aggregates including screening and cleaning of coarse aggregates, fineaggregate (sand) conforming to proper grading, zone, both of approved quality and Ordinary Portland Cement , as necessary, cost of curing with water, excluding cost of centering and shuttering and reinforcement including providing pockets/ shear keys during concreting, vibrating, tamping, curing, sampling, testing and rendering if required, to give a smooth and even surface etc. including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of all material & labor in substructure, footings and other similar items not specifically mentioned herein, for all depths, complete as per drawings, specification and as directed by Engineer-in-charge/owner. For details refer specification for plain and reinforced concrete (NR-OZZZZCV-SPE-0002). Materials to be supplied as per approved vendor lists attached with special conditions of contract. M-25 grade of concrete
Providing and laying in position Reinforced Cement Concrete in open foundations, trenches, precast cover slabs of specified grade( design mix ) with 20 mm and down size graded stone aggregates including screening and cleaning of coarse aggregates, fineaggregate (sand) conforming to proper grading, zone, both of approved quality and Ordinary Portland Cement , as necessary, cost of curing with water, excluding cost of centering and shuttering and reinforcement including providing pockets/ shear keys during concreting, vibrating, tamping, curing, sampling, testing and rendering if required, to give a smooth and even surface etc. including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of all material & labor in substructure, footings and other similar items not specifically mentioned herein, for all depths, complete as per drawings, specification and as directed by Engineer-in-charge/owner. For details refer specification for plain and reinforced concrete (NR-OZZZZCV-SPE-0002). Materials to be supplied as per approved vendor lists attached with special conditions of contract. M-30 grade of concrete
Providing and fixing plywood centring and shuttering straight / inclined, in foundations for footings, rafts, retaining walls, trenches, pedestals, pipe sleepers, culverts, drains, pipe way bridges, tunnels, liquid storage structures etc. including keeping the same in position during concreting and removal of the same after specified period, keeping necessary provision for inserts, projecting dowels etc., tools, equipments and labour necessary for the work all compete, and as specified and directed.
Supply and fixing in position TMT reinforcement bars Fe500D conforming to IS-1786 (FY=500 MPa) for RCC work including the cost of steel and cost of binding wire, carting the same to site of work, straightening, cleaning, cutting, binding with 18 SWG black soft annealed binding wire, and placing with proper cover blocks, supports, chairs, spacers, complete for all heights and depths complete as per drawing & specification. Materials to be supplied as per approved vendor lists attached with special conditions of contract. For payment reinforcement including authorized weight for spacer bars, laps, chairs etc shall be measured separately for diameter wise length actually used. Wastages & unauthorized laps shall not be considered for payment. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope
Supplying, Fabricating and Installation/Erection of Steel work in built up tubular sections of YSt310 Grade Conforming to IS 1161 (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying of 1 coat priming coat and 2 coats of synthetic enemel paint of approved make of approved steel primer, including welding and bolted with special shaped washers etc. complete at all heights.
Supplying & fixing of Precoated GALVALUME roofing sheet of TCT specified thick for roofing work of approved manufacturer complete in all respects with self drilling & tapping screws of "Buildex" or "Hilti" or "Corroshield" make EPDM washers etc. including cutting to proper size,mitering,laps, necessary scaffolding etc. Finish on the weather face of roof panels & related components shall be minimum 150 gms/sqm. Aluminum/Zinc alloy coating mass total of both sides (55% Alumimum + 43.5% Zinc + 1.5% Silicon coating class AZ150 or equivalent). Pre-treatment Chromate coating on either sides, Primer Coating (Epoxy) On Top side 5 to 7 Microns, PVDF material of 20-25 microns on Top side & Back Coat - Epoxy based 5 to 7 Microns.GALVALUME Sheet 0.5mm Thk.
Supplying, Laying of all Accessories required for Man-Holes like materials required for sealing of pipes and conduits at inlet/ outlet after installation, carting prefabricated SMH to site, concrete manhole cover, fixing metal inserts in position, internal ladders/ rungs (as required), CI / Metal cover and frame (if any) as required, etc. all inclusive. The scope includes tools and labor to complete the necessary works complete for all depths and sizes as per Standard drawing (TP-1ZZZA-CV-SDD-0001) and directions of Engineer- in-charge. The Concreting, Lean Concrete under the Man-Hole, Excavating/ Backfilling are not part of the Scope of this Item and is included in the Corresponding Items. Vent Pipe shall be supplied and laid as per separate item Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope. Internal dimension of SMH 2.5 x 2.5 m and max depth 2.5 < D < 3.5 m.
Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mmx50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top, middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer to M.S angle iron post in P.C.C base etc. with following. a) Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 2500mm only duly slotted and bottom torqued with two numbers as stay posts.. b) Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 2500mm only duly slotted and bottom torqued and splayed. c) Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 2500mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).
Supplying, fitting and fixing single/double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). Note: This item is for gate works only
Hiring of Dozer D -80-A12
Manoj Pareek
P K CONSTRUCTION
Tirupati Construction Co
M/S - khagen Kalita
M/s R.P.JALLAN
Royal Construction Co.
Mechfab engineering industries pvt ltd
SHINE STAR PROJECT
S T ENTERPRISES
M/S AFCONS
M/S MANAB JYOTI GOGOI AND CO
M/s M.A. Enterprise
Sri Jiban Chutia
R B Engg and Infrastructure Pvt Ltd
SAMIM AKHTER CHOUDHURY
M/S PRABESH BARMAN
DHANSAGAR CHOUDHURY
MS GLOBE INDIA ENTERPRISE
North East Engineering n Construction
LOHIT CHANDRA GOGOI
M/S. M.P. AGARWALLA
NIRMAL KUMAR AGARWALLA
ZENITH BUILDERS AND SUPPLIERS
Bhrigu Nath Shah
stage.html
html • 0.09 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .