Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Jan 2025
Closing Soon16 Jan 2025
Tender Amount₹ 66,00,000
Costs
EMD
₹ 5,30,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUBZ_989610_4Tender No
5575/ 04 E-NIVIDA-BASTI CIRCLE/24-25 DATED-06-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Class 150 Sub class 'A' brick work in 1:3 cement and approved coarse sand mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. as per S.I. No. 307
262.33
5160
1353622.8
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Same as in item 4 above but in super structure and including necessary cutting and moulding of brick as required and including honey comb brick work in cluding supply and errection of necessary scaffolds etc.and thickness of walls not less than 1.50 brickss as per S.I. No. 307+309
147.97
5410
800517.7
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M 25 grade R.C.C. work in the proportion of 1:1:2 (1 part of cement 1 part of approved coarse sand and 2 part of 20mm nominal size stone grites) in raft foundations excluding the supply of reinforcement but including its bending, binding the same with 24 BWG, GI binding wire and also including cost of wire and including providing and fixing necessary centering and shuttering and its removal after completion of work & supply of all other materials labour and tools and plants etc. required for the proper completion of the work. (Labour rate including cost of centering & shuttering) as per analysis of rate. as per MORTH specification no 1500, 1700 & 2100 and Sl No. 12.80 as per A/R
71.2
10665
759348
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Same as in item 6 but in M25 grade of R.C.C. bed blocks, deck slabs, approach slabs in proportation of 1:1:2 (1 part of cement 1 part of approved coarse sand and 2 part of 20mm nominal size stone grites) As per analysis of rate as per MORTH specification no 1500, 1600, 1700 and Sl No. 14.10 as per A/R
69.25
13155
910983.75
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Mild steel or iorn work in plain work such as in reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shapes as necessary and bending for the proper coppletion of the work and including supply of steel and its wastage etc. and all labour and tools and plants required for proper completion of work Note: the steel shall be bent cold and bends hooks and authorised over lapping shall be measured. as per S.I. NO. 504
131.3
7080
929604
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Struck pointing with cement mortar consisting of one part of cement and two parts of fine sand of 1.25 finencess modulous on brick work including raking the joints washing and cleaing and supply of all matreials labour and tools and plants required for the proper completion of the work.as per S.I. No. 574
238.44
170
40534.8
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification MORTH 2706 & 2200 Sl No. 13.8
93
130
12136.5
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P/L of wearing coat /CC flour of Cement concrete with 2.0 cm gauge approved stone grits, approved coarse sand and cement in the proportion of 2:1:1 including supply of all materials labour and tools plants etc. required for the proper completion of the work over bridge slab. As per A/R as per MORTH specification no 1500, 1700 & 2100 and Sl No. 12.80 as per A/R
7.56
10665
80627.4
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P/L of filter media bechind abutment and wing wall with brick bats includnig cartage stacking at site and loaing unloading etc complete
46
1650
75900
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Protection Work Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.as per S.I. No. 251
4.2
110
462
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Providing and laying filter material underneath pitching on slopes as per Technical Specification.Morth Spe. 2504 Sl no 15.5
10.57
4489
47451.9
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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 Spec. 2504 Sr. No. 15.4
29.55
4434
131027.66
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Morth Spe. 2503 Sl no 15.1(In launching appron) as per A/R
75.67
4486
339485.89
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Approch Road Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Embankment work.
525
100
52500
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Providing and Laying 12.50/11.00 cm compacted thickness granular sub-base (G.S.B.) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Speicification Clause 401 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge.
33.13
4110
136164.3
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Providing and laying 7.50/10.00cm compacted thickness of stone aggregates of specific sizes 45-63 mm of water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge.
19.88
4941
98227.08
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Providing and laying 7.50 cm compacted thickness of stone aggregates of specific sizes 22.4-53 mm of water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -3 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge.
19.88
4902
97451.76
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Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means. As per technical specification clause 502 (including Cost of Maxphalt)
265
48
12799.5
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Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503.
265
18
4796.5
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
265
240
63600
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510
265
83
22127.5
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Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5") deep laid with mud mortar including labour & supply of bricks finish to the required templeate and in proper alignment and also including dressing ramming the excavated earth as directed by Engineer-in-charge in
0.05
81000
4050
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Earth work in patries with ordinary soil (loam,clay and sand) excavation to be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, slopes and also including 1.5 m lift and 30 m lead the earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-In-Charge without royalty as per ( S.I. No. 253)
59.26
100
5926
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