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Construction Of C . C . Road And Drain From Lalchand House To Sant Kumar House Jitnagar Road Ward No 1 Jhunjhunu, Municipal Council Jhunjhunu-Rajasthan

Department Of Local Bodies has published Construction Of C . C . Road And Drain From Lalchand House To Sant Kumar House Jitnagar Road Ward No 1 Jhunjhunu. Submission Date for this Tender is 10-05-2021. RCC Road Tenders in Municipal Council Jhunjhunu Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

27708049
Construction Of C . C . Road And Drain From Lalchand House To Sant Kumar House Jitnagar Road Ward No 1 Jhunjhunu
Open Tender
Indian
Rajasthan
Municipal Council Jhunjhunu
10-05-2021

Tender Details

Construction Of C . C . Road And Drain From Lalchand House To Sant Kumar House Jitnagar Road Ward No 1 Jhunjhunu

Key Value

Document Fees
INR 500 /-
EMD
Refer document
Tender Value
INR 10.44 Lakhs /-

BOQ Items

Name of Work: Constructio of C.C. road and Drain from lalchand house to sant kumar house Jitnagar road ward no 01 Jhunjhunu
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 704 sqm
2 2 Dismantling of existing structures like culverts, bridges, retaining walls 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. Cement Concrete Grade M-15 & M-20 and PCC blocks 10.8 cum
3 3 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming toIS: 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 manualy, 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 70.4 cum
4 4 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-25 105.6 cum
5 5 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 upto 1.5 m 76.8 cum
6 6 Carriage of Materials by mechanical transport including loading, unloading and stacking :: \nEarth up to 5 Km 76.8 cum
7 7 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).\n 1.35 cum
8 8 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)\n 34.56 cum
9 9 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size)\n\n 19.2 cum
10 10 Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. 288 sqm
11 11 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.\n 73.6 sqm
12 12 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning\nalong with pipe line as per Technical Specifications and as per direction of Engineer. MS pipe above 600mm dia (with minimum 6.3mm thickness sheet) 150 kg
13 13 Neat cement punning 192 sqm
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