Public Works Building And NH Department Tender
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Costs
EMD
₹ 21,04,762Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWBNH_43663_1Tender No
CE/TB-III/New/17/2024/7 Dated Guwahati the 5th March/ 2025Tender Authority
Public Works Building And NH Department ViewPurchaser Address
-Website
http://https://pwdbnh.assam.gov.in/
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Documents
BOQ Items
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Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
Depth exceeding 1.5 m but not exceeding 3 m
11093.53
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
9545
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Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
9545
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Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth
45
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Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth
40
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Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment).
Supply and stacking of Fly ash Qtty.
10.8
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Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
Sprieading Qtty. of Fly ash Under S.P Pipe
10.8
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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 :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4030.46
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
1525.43
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
21920.08
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
3559.73
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
4590.29
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
1.06
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CCement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
20 mm cement plaster
13774.9
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Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
86.62
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Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, Cement concrete prepared with batch mixing machine
65.34
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to
0.075 mm) having CBR Value-30
GSB Qtty. For Sub-Way (2 no's)
72
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1713 R.C.C. pipes NP2 class 1200 mm dia Purchace Qtty.
24
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1713 R.C.C. pipes NP2 class 1200 mm dia (COLLAR)
Purchace Qtty.
8
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Carriage of R.C.C. pipes 1200 mm dia
Carrage Qtty.
24
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Repairing of 11KV Town 3 feeder due to newly construction of RCC outer covered drain 91.5m wide)from Medical college to Sadharu River under Charital ESD. (As per APDCL approved estimate)
1
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Dismantling of 11 KV Town 3 feeder due to construction of RCC outer covered drain (1.5 m wide) from Medical College to Sadharu River under Chariali ESD. (As per APDCL approved estimate)
1
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