National Rural Employment Programme Tender
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Costs
EMD
₹ 1,64,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NREPR_83792_1Bid Award Id
ViewTender No
NREP1/41/23-24Tender Authority
National Rural Employment Programme ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
180.41
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Providing random rubble stone masonry in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.
321.65
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-
Providing random rubble stone masonry in cement mortar (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.
326.06
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-
Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 CASE II
24.53
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-
Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding, wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E/I.
393
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:3:6 (1 cement : 3 coarse sand (zone - III): 6 graded stone aggregate 20mm nominal zie)
356
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-
BOULDER PITCHING/PAVER/STAIR GHAT Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A0 and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
596.66
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-
Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).
236.19
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-
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
246.64
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
41.95
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
16.99
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-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
60 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
669.14
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Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)
731.7
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Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)
4.94
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Providing Ashlar stone masonry in CM (1:6) in foundation and plinth with chisel dressed stone, cut to required size and shape and clean coarse sand of F.M. 2 to 2.5 including cost of screening, carriage of materials, raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
115.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
8.24
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Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of E/I.
164.7
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Carriage of materials Cement - Lead -
176.46
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Sand - Lead
655.16
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Chips - Lead
77.37
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Metal - Lead
168.86
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Boulder- Lead
732.55
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PAVER BLOCK- Lead
21.75
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ELECTRCIAL WORKSupply of 12mtr. High mast in one section Construction 5355 grade as per BIEN 10 025 Top Dia 100mm, bottom dia 360mm, plate thickness 3mm, 12side polygon, galvanisation as per BS EN ISO 1461, base plate dia 520mm, base plate thickness 25mm, GI single spike Ughting protection, maximum wind speed 47m/ s as per IS : 875 (Part-III) with 6 nos foundation bols of PCD r145mm TS 600/ 24mm dia/850 mm long Luminaries carriage : Material for 40 NB ERW Class B - M.S. Pipe, dia of carriage ring 450mm (ID) with 8 arm, welded,2 sections having carrying capacity upto S luminaries. Trailing Cable : 5 core 2.5sq.mm. PVC flexible copper conductor Winch/Power Tool : Double drum, SWL 350 Itg with 0.75HP 6 pole single speed integral motor Rope : Grade AISI 1304,7 /19 construction, dia 5mm, BLC 1450 x 2 having 2 nos of continues lrope. Aviation obstruction light: twin dome aviation obstruction lights It CO typu as required. (But excluding Feeder Pillar)
1
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Providing of PVC/ XLPE insulated sheathed heavy duty armoured power cable with aluminium conductor of 1.1kV (confirming to IS-1554 part-1) 2Cx6 sq.mm
50
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4Cx10 sq.mm
50
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Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning protective covering and refilling the trench etc as required of following sizes. upto 25 sq.mm
100
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0.5m single arm suitable for 70mm top pole
4
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0.5m double arm suitable for 70mm top pole
4
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140/150W LED Street Light
12
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Steel Circular Hollow Pole of Standard Specification for Street Ligthing to mount light at 5 Mtr Height above deck Level
16
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Erection of metalic Pole of following length in cement concrete 1:3:6 ( 1 cement:3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling etc as required. Above 4.5 Mtr and upto 6.5 Mtr
16
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3.5 x 70 Sq mm, 11KV XLPE / PVC Al. Ar. Cable
15
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3.5 X 50 sqmm ( 35mm)
2
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PVC/XLPE insulated PVC sheathed heavy duty, armoured electrical cable with aluminiumconductor forworking voltage up to and including L100 volts. (Conformsto IS:1554,part-1) 16 sq. mm,4 core
100
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ELECTRCIAL WORK Solar Street Light (LED based) consist of white LED luminaire ( LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawn
PV MODULE
8
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Cast Iron Bench, With Backrest(Cost includes 4.95 % OHC)
4
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Pre-Cast Concrete reinforcement Bench (Chair type Bench with back rest) (Cost includes 4.95 % OHC)
8
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-
Add 18% GST (In Basic Rate must fill 18)
0.18
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Add 1% Labour Cess (In Basic must Rate fill 1)
1
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Evaluation Notes How It Works ?
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