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Tender For Interlocking Tiles And Drains And Cross Construction Work From Ganga Sahay House To Murtiwale And From Pavata Wale House To Prabhudayal Meena House And At Various Places, Ward No. 54, Dausa., dasua-Rajasthan

Department Of Local Bodies has published Tender For Interlocking Tiles And Drains And Cross Construction Work From Ganga Sahay House To Murtiwale And From Pavata Wale House To Prabhudayal Meena House And At Various Places, Ward No. 54, Dausa.. Submission Date for this Tender is 14-10-2023. Drainage Tenders in dasua Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

40114065
Tender For Interlocking Tiles And Drains And Cross Construction Work From Ganga Sahay House To Murtiwale And From Pavata Wale House To Prabhudayal Meena House And At Various Places, Ward No. 54, Dausa.
Open Tender
Indian
Rajasthan
dasua
14-10-2023

Tender Details

Interlocking Tiles And Drains And Cross Construction Work From Ganga Sahay House To Murtiwale And From Pavata Wale House To Prabhudayal Meena House And At Various Places, Ward No. 54, Dausa.

Key Value

Document Fees
INR 500 /-
EMD
INR 17900.0 /-
Tender Value
INR 8.95 Lakhs /-

BOQ Items

Name of Work: Interlocking tiles and drains and cross construction work from Ganga Sahay"s house to Murtiwale"s house and from Pavata Wale"s house to Prabhudayal Meena"s house and at various places, Ward No. 54, Dausa.
Sl. No. Item Description
1Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km)
2Providing 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 manualy, compacting 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
3Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg/ sq cm. The CC 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.
4Providing and laying un-reinforced, 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 etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
5Earth 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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
6Dismantling 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
7CARRIAGE OF MATERIALS (By Mechanical Means) Stone, boulders, gravelly material5 Km
8Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
9Providing 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)
10Cement 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. 40mm thick
11Providing 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
12Providing 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).
13Cement 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 : 1:4 (1 cement : 4 fine/ coarse sand)
14Neat cement punning
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