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Work 2 R.C.C Pipe Construction To Hospital Ground To Teshil Parisar Hote Huye Neharu Park Corner, Sikar-Rajasthan

Department Of Local Bodies has published Work 2 R.C.C Pipe Construction To Hospital Ground To Teshil Parisar Hote Huye Neharu Park Corner. Submission Date for this Tender is 06-10-2022. Pipe Laying Tenders in Sikar Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

34102068
Work 2 R.C.C Pipe Construction To Hospital Ground To Teshil Parisar Hote Huye Neharu Park Corner
Open Tender
Indian
Rajasthan
Sikar
06-10-2022

Tender Details

Work 2 R.C.C Pipe Construction To Hospital Ground To Teshil Parisar Hote Huye Neharu Park Corner

Key Value

Document Fees
INR 1000 /-
EMD
INR 49920.0 /-
Tender Value
INR 24.96 Lakhs /-

BOQ Items

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Sl. No. Item Description
1Dismantling 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.Cement Concrete Grade M-15 and above and PCC blocks
2Earth 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 all type of soil
3Carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth2 Km
4Providing 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)
5Providing 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 / vibrated 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 hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as per specification and / or 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. 900 mm internal diameter
6Providing 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
7Manhole "Type-B" of depth 1.70 m
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