Local Self Government Department Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2025_DLB_442149_5Bid Award Id
ViewTender No
NIT 4027 DATE 26-12-2024Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://http://lsg.urban.rajasthan.gov.in/content/raj/udh/lsg-jaipur/en/home.html
GEM & Bid Advisory Services
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BOQ Items
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Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item no 17.1.1.1
1
83
83.7
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Add extra for over all depth of excavation above 6.0 m and upto 7.5m over item no 17.1.1.1
1
128
128.5
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In ordinary rock.Depth upto 1.5 m
1
1262
1262
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Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.2.1
1
88
88.3
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Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.2.1
1
202
202
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Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item no 17.1.2.1
1
353
353.5
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Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (whereverrequired) complete. (Measurements to be taken of the face area timbered) for following depth below NGL Depth upto 3.0 m
1
142
142.5
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Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres, stacking serviceable and unserviceable materials separately as directed by Engineer.
Bituminous courses
1
534
534
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Granular courses
1
372
372
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Providing barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. & Two rows of 80 - 100 mm Wooden Ballies as horizontal members securely tied by coconut strings with the vertical members. Both vertical and horizontal members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect.
1
113
113.5
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Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional testing of the sewer pipe line (including cost and conveyance of water to site) etc., complete as per specification and / or as directed by Engineer. Note : E/w to be measured and paid separately
300 mm internal diameter
1
1202
1202
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450 mm internal diameter
1
2156
2156
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600 mm internal diameter
1
3565
3565
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Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.
300 mm internal diameter
1
210
210
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450 mm internal diameter
1
352
352
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600 mm internal diameter
1
490
490
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Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 (1 cement : 6 fine/ coarse sand)
1
294
294.5
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Supplying and fixing soorsagar bhura or equialent ashlar sills lintel and dassa ,bearing ,bed and top surface made perfeenctly even jambs ,skirting steps etc. rough dressed upto 15 cm thick.
1
5019
5019
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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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Random rubble masonry with hard stone in n superstructure
above plinth level and upto two stories. Cement mortar 1:6 (1 cement : 6 coarse sand)
1
5830
5830
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 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 30.3.1 40mm thick
1
422
422.5
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Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. HD-20
1
2675
2675
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Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Lime Concrete, cement concrete grade M-10 (1:5:10) and below
1
393
393.5
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Cement Concrete Grade M-15 and above and PCC blocks
1
678
678
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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 concrete mixer, laid manually,
compacted with surface vibrator, 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
2955
2955
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Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator 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 as per approved mix design, laid, 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, admixtures (if required) 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 M-20
1
5790
5790
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Providing and fixing of precast concrete interlocking tiles of desired shape 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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Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift
upto 1.5 m.
1
159
159
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Carriage of Materials by mechanical transport including loading, unloading and stacking ::5km
1
254
254.76
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.110 mm dia
1
296
296.5
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
1
114
114.5
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