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Development Of Green Belt And Landscaping With Beautification Work Under Elevated Road , Nathdwara As Per Mou With Nhai ( Phase-1 ) , MUNICIPALITY NATHDWARA-Rajasthan

Department Of Local Bodies has published Development Of Green Belt And Landscaping With Beautification Work Under Elevated Road , Nathdwara As Per Mou With Nhai ( Phase-1 ) . Submission Date for this Tender is 14-09-2021. Landscape Tenders in MUNICIPALITY NATHDWARA Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

29001187
Development Of Green Belt And Landscaping With Beautification Work Under Elevated Road , Nathdwara As Per Mou With Nhai ( Phase-1 )
Indian
Rajasthan
MUNICIPALITY NATHDWARA
14-09-2021

Tender Details

Development Of Green Belt And Landscaping With Beautification Work Under Elevated Road , Nathdwara As Per Mou With Nhai ( Phase-1 )

Key Value

Document Fees
INR 5000 /-
EMD
INR 85000.0 /-
Tender Value
INR 85 Lakhs /-

BOQ Items

Name of Work: Development of green belt and landscaping with beautifucation work under elevated road , Nathdwara as per MOU with NHAI (Phase-1)
Sl. No. Item Description
1Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. Bituminous courses
2Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre as per MoRT&H specification clause 202.
3Earth 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 a moorum,sand, sandy silt, clay, black cotton soil,kankar, etc. In ordinary rock.Depth upto 1.5 m
4Providing 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
5Providing, laying and compacting design mix plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using batching plant, transit mixer and concrete pump and vibrater including cost of form work, complete as per drawing and technical specifications as per clause 1100, 1500,1700,2100 of MoRT&H specification including all material, labour, machinery, and maintenance of diversion. PCC Grade M -30
6Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.
7Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
8Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand)
9Stone workeven white colouredfor Wall cladding/ Veneering work up to 10 m heightwith thickness not less than25 mm karauli white stone and backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of clamps which shall not be paid separately) Exposed face Machine cut and one side half round nosing.Should have a size of minimum area 900 mm x 300 mm. (Plaster on masonry shall not be paid extra)
10Stone work (machine cut edges) rubbed stone even colouredfor flooring with thickness not less than20-25 mm Dhaulpur stonefine dressed flooring over 20 mm (average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone Exposed face Machine cut and one side half round Nosing. Should have a size of minimum area 1150 mm x 550 mm.
1140 mm thick rubbed stone flooring over 20 mm (average) thick base ofcementmortar1:5(1cement:5coarsesand)withjoints3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar Red sand stone
12ExtraforprefinishednosingintreadsofstepsofKotastone/sand stone slab
13Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M 10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Batching and Mixing Plant
14Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 3 metre long and size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including all material, labour. 80 mm x 60 mm rectangular
15Cement 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 : 1:4 (1 cement : 4 fine/ coarse sand)
16ProvidingandfixingChlorinatedPolyvinylChloride(CPVC)pipes, havingthermalstabilityforhot&coldwatersupplyincludingall CPVC plain& brass threadedfittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one stepCPVCsolventcementandtestingofjointscompleteasper direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal outer dia .Pipes.
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