1708950674000 | 0 | None | None | Bridges/Culverts | Construction of 3 vent regulator to MGHE Bypass channel at Linganamakki Dam | 81634057.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2814214 | 90769 | None | 001 | Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including plugging the joints with selected earth, cost of all labour, materials etc., complete with all lead and lifts.,(a). Providing sand bag bund | Each | 64.76 | 64.76 | 15080.0 | False | None | None | False | None | False | 976580.8 | 0 | 2814215 | 90769 | None | 002 | Providing and placing plastic tarpaulin sheets of 425 GSM over the sand bags on both side for ensuring water tightness etc., complete. | Sqm | 166.2 | 166.2 | 504.0 | False | None | None | False | None | False | 83764.8 | 0 | 2814216 | 90769 | None | 003 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthen bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (Prior approval of Superintending Engineer will be necessary). | Hour | 264.32 | 264.32 | 7200.0 | False | None | None | False | None | False | 1903104.0 | 0 | 2814217 | 90769 | None | 004 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 160mm dia., 6 kg/sqcm & class 3 | m | 736.13 | 736.13 | 260.0 | False | None | None | False | None | False | 191393.8 | 0 | 2814218 | 90769 | None | 005 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2455.53 | 2455.53 | 405.0 | False | None | None | False | None | False | 994489.65 | 0 | 2814219 | 90769 | None | 006 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1683.72 | 1683.72 | 238.0 | False | None | None | False | None | False | 400725.36 | 0 | 2814220 | 90769 | None | 007 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineering- charge.( In cement mortar) | Cum | 1704.86 | 1704.86 | 3323.0 | False | None | None | False | None | False | 5665249.78 | 0 | 2814221 | 90769 | None | 008 | Excavation for seating the dam, tail channel, spillway, intake structure and appurtenant works including placing neatly or disposing off the excavated stuff as directed etc., complete with all lead and lifts and as per directions of the Engineer-in-charge. (a). In all kinds of soil including boulders upto 0.15 m3 in volume | Cum | 144.05 | 144.05 | 2682.0 | False | None | None | False | None | False | 386342.1 | 0 | 2814222 | 90769 | None | 009 | Excavation for seating the dam, tail channel, spillway, intake structure and appurtenant works including placing neatly or disposing off the excavated stuff as directed etc., complete with all lead and lifts and as per directions of the Engineer-in-charge (b).In hard rock by blasting including boulder exceeding 1m3 in volume | Cum | 823.36 | 823.36 | 2183.0 | False | None | None | False | None | False | 1797394.88 | 0 | 2814223 | 90769 | None | 010 | Drilling 30mm to 35mm diameter holes by jackhammer in rock, masonry or concrete including cost of all materials, machinery, labour etc., complete.(C). Vertical or inclined upto 10degree to vertical | m | 372.69 | 372.69 | 1662.0 | False | None | None | False | None | False | 619410.78 | 0 | 2814224 | 90769 | None | 011 | Fabricating and fixing 22mm to 32mm dia cold twisted deformed steel anchor rods in drilled holes including cost of all materials, machinery, labour, cleaning and flushing the holes, grouting with cement slurry etc.,complete with all leads and lifts. (including cost of steel). | m | 514.46 | 514.46 | 1662.0 | False | None | None | False | None | False | 855032.52 | 0 | 2814225 | 90769 | None | 012 | Providing and laying in-situ vibrated cement concrete M-15 using approved, clean, hard graded aggregates including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts.
f). Using 40mm and down coarse aggregates and 28 days cube compressive strength not less than 15N/mm2(150kg/cm2) Cement content=270 kg/m3.
i) Levelling course, foundation filling, backfilling and similar works | Cum | 6687.3 | 6687.3 | 126.0 | False | None | None | False | None | False | 842599.8 | 0 | 2814226 | 90769 | None | 013 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8754.87 | 8754.87 | 674.0 | False | None | None | False | None | False | 5900782.38 | 0 | 2814227 | 90769 | None | 014 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9288.08 | 9288.08 | 1624.0 | False | None | None | False | None | False | 15083841.92 | 0 | 2814228 | 90769 | None | 015 | Providing and laying in position Reinforced cement concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).
M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 10728.09 | 10728.09 | 75.0 | False | None | None | False | None | False | 804606.75 | 0 | 2814229 | 90769 | None | 016 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7887.31 | 7887.31 | 247.0 | False | None | None | False | None | False | 1948165.57 | 0 | 2814230 | 90769 | None | 017 | Providing Thermo-Mechanically Treated bars of grade Fe-550 steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members where ever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 121.59 | 121.59 | 274220.0 | False | None | None | False | None | False | 33342409.8 | 0 | 2814231 | 90769 | None | 018 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications enclosed) | cc | 0.85 | 0.85 | 52500.0 | False | None | None | False | None | False | 44625.0 | 0 | 2814232 | 90769 | None | 019 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.( height upto 1m) | m | 2965.67 | 2965.67 | 39.0 | False | None | None | False | None | False | 115661.13 | 0 | 2814233 | 90769 | None | 020 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.
(a). Granular material | Cum | 1247.59 | 1247.59 | 4842.0 | False | None | None | False | None | False | 6040830.78 | 0 | 2814234 | 90769 | None | 021 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | Cum | 1460.37 | 1460.37 | 605.0 | False | None | None | False | None | False | 883523.85 | 0 | 2814235 | 90769 | None | 022 | Removal / dismantling and disposing off the temporary barrier / structure of any type or bund provided at entrance / exit of Power Channel, after completion of sluice stilling basin , RT walls and power channel repairs, clearing of all materials / debris in complete manner to fecilitate smooth flow of water, including repairs to the damages if any, cost of all materials, machinery, assistance of divers wherever necessary, scaffolding, transportation, stacking the relesed sand & rubbles to the stack yard with a lead of 2 kms as directed including all lead and lifts etc., complete, as per the directions of the Engineer - in-charge. | Cum | 435.4 | 435.4 | 290.0 | False | None | None | False | None | False | 126266.0 | 0 | 2814236 | 90769 | None | 023 | Providing and laying in-situ vibrated plum concreteM-15 using approved, clean, hard graded aggregates and plums including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, sinking plums, vibrating, finishing, curing etc., complete with all leads and lifts.Using 40mm and down coarse aggregates with 20 to 25% plums of size 150mm to 250mm and 90 days cube compressive strength not less than 15N/mm2 (150kg/cm2) Cement content=190 kg/m3. | Cum | 5669.66 | 5669.66 | 151.0 | False | None | None | False | None | False | 856118.66 | 0 | 2814237 | 90769 | None | 024 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. | Kg | 194.28 | 194.28 | 1642.0 | False | None | None | False | None | False | 319007.76 | 0 | 2814238 | 90769 | None | 025 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 118.94 | 118.94 | 78.0 | False | None | None | False | None | False | 9277.32 | 0 | 2814239 | 90769 | None | 026 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 148.02 | 148.02 | 39.0 | False | None | None | False | None | False | 5772.78 | 0 | 2814240 | 90769 | None | 027 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | Cum | 2160.82 | 2160.82 | 30.0 | False | None | None | False | None | False | 64824.6 | 0 | 2814241 | 90769 | None | 028 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) | Cum | 15875.06 | 15875.06 | 36.0 | False | None | None | False | None | False | 571502.16 | 0 | 2814242 | 90769 | None | 029 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and Technical Specifications | m | 315.86 | 315.86 | 767.0 | False | None | None | False | None | False | 242264.62 | 0 | 2814243 | 90769 | None | 030 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | No | 3869.64 | 3869.64 | 6.0 | False | None | None | False | None | False | 23217.84 | 0 | 2814244 | 90769 | None | 031 | Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc., complete with all leads and lifts. | m | 688.55 | 688.55 | 74.0 | False | None | None | False | None | False | 50952.7 | 0 | 2814245 | 90769 | None | 032 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. | m | 1625.57 | 1625.57 | 12.0 | False | None | None | False | None | False | 19506.84 | 0 | 2814246 | 90769 | None | 033 | Providing and fixing 20 mm thick 150 mm depth tar felt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts | m | 150.66 | 150.66 | 1642.0 | False | None | None | False | None | False | 247383.72 | 0 | 2814247 | 90769 | None | 034 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) | Cum | 18564.52 | 18564.52 | 6.0 | False | None | None | False | None | False | 111387.12 | 0 | 2814248 | 90769 | None | 035 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 m3 per 10 m2 and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. | Sqm | 557.72 | 557.72 | 71.0 | False | None | None | False | None | False | 39598.12 | 0 | 2814249 | 90769 | None | 036 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3163.91 | 3163.91 | 21.0 | False | None | None | False | None | False | 66442.11 | 0 |
|