Local Self Government Department Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 1,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_DLB_436444_3Tender No
NIB NO. E-40/2024-25/ Const. DATED 10.12.2024Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsg.urban.rajasthan.gov.in/content/raj/udh/lsg-jaipur/en/home.html
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Documents
REFERENCE NO. N.P.NATH/Tender/COnst. /24/13727 Dated 10.12.2024 (NIB NO. E-40/2024-25)
BOQ Items
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Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In ordinary rock
1
356
356.5
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Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth uo to 1.5 m
1
229
229.5
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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1
144
144.5
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Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc..
1
367
367
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Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
Cold twisted bars
1
83
83.3
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Carriage of Materials by mechanical transport including loading, unloading and stacking ::lead up to 3.00 km
1
209
209.35
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Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion
1
3070
3070
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Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC-M20
1
6340
6340
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20
mm nominal size)
1
6340
6340
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Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 600 mm internal diameter
1
2459
2459
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200 mm internal diameter
1
597
597
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300 mm internal diameter
1
1090
1090
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400 mm internal diameter
1
1676
1676
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Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr.
1
384
384.5
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Providing and fixing of precast concrete interlocking tiles of desired hape of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.
80mm thick
1
792
792
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Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
B160 mm Nominal Dia
1
548
548
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200 mm Nominal Dia
1
850
850
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250 mm Nominal Dia
1
1300
1300
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Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform.
1
456
456
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Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery,lighting, guarding and maintenance of diversion Grading - III Material
1
1106
1106
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Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single tee without door 110x110x110 mm
1
327
327.5
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Bend 87.5° 110 mm bend
1
158
158
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Brick work with FPS bricks of class designation 75 in foundation
and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
1
5600
5600
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Random rubble masonry with hard stone in foundation and plinth :
Cement mortar 1:6 (1 cement : 6 coarse sand)
1
4860
4860
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Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar
1:6 (1 cement : 6 fine/ coarse sand)
1
213
213.5
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Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform.
1
456
456
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Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge.
Average thickness 60 to 75 mm
1
906
906
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Chequarred precast cement concrete tiles 22 mm thick in foothpath & couryard jointed with neat cement slurry mixed with pigment to match the shade of tiles inclyding rubbing and cleaning etc. complete on 20 mm thick bed of cemet moratar 1:4(1 cement :4 coarse sand)
Medium shade using 50% white cement 50% grey cement.
1
1069
1069
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Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc Standard Size 600x800mm (75mm thick) for span 300 to 450mm
1
1486
1486
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Standard Size 1000x800mm (100mm thick) for span 451 to 700mm
1
2885
2885
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Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm
1
3280
3280
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Standard Size 2100x500mm (150mm thick) for span 1201 to
1500mm
1
3875
3875
Evaluation Notes How It Works ?
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