Refugee Relief And Rehabilitation Department Tender
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Refugee Relief And Rehabilitation Department Tender
Civil Works
Eprocure
Opening Date25 Oct 2019
Closing Date15 Nov 2019
Tender Amount₹ 52,04,923
Costs
EMD
₹ 1,30,107Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_RRRD_248569_1Bid Award Id
ViewTender No
WB/RRRD/SE/NIT 12/2019-20Tender Authority
Refugee Relief And Rehabilitation Department ViewPurchaser Address
-
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Documents
BOQ Items
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
3732.15
-
27.15
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
432.67
-
366.51
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. M-15 Grade: Using concrete mixer
175.35
-
5983.18
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. M-25 Grade: Using concrete mixer
525.92
-
6659.93
Brick work with 1st class bricks in cement mortar (1:4). In foundation and plinth
208.69
-
5956.01
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts ofminor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.Where staging is not required.
454.7
-
242.08
Hire and labour charges for Shuttering with or
without staging upto 4.0 m height using approved
stout props with wooden planks/ply wood/steel
sheet plate with required bracing for any kind of
plain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per
specification and direction.Where staging is required.
14.26
-
400.44
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor/upto 4 m. Tor steel/Mild Steel. Other than SAIL/ TATA/RINL.
0.364
-
63972.28
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:4 cement mortar. 15 mm thick plaster
158.85
-
169.68
Neat cement punning about 1.5mm thick in wall, dado, Window sill, floor etc.
158.85
-
38.46
Pumping out water from ponds or tanks (Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise)
4800
-
1180.97
Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Contractor beyond 150 m. but including all leads & lifts. Loading, unloding & Stacking etc complete. Earth to be approved by the Engineer-in-charge
72.96
-
452.24
Earthwork in filling in foundation trenches with goodearth in layers not exceeding 15cm. Including watering and ramming layer by layer complete withearth obtained from excavation of foundation orfrom fresh excavation of land arranged byDepartment within a lead of 150 m.
174.18
-
104.07
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