Public Works Department Tender

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Public Works Department

Civil Works
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Downloads104 Downloads

Opening Date

14 Sep 2021

Closing Date

20 Sep 2021

Tender Amount

₹ 1,00,00,000

Costs

Summary

Construction Of Work Culvert On The Drain In The Village Panchayat Baheliya In District Ballia

Description

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BOQ Items

ItemQuantityUnitsRateAmount
... more
Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect. As per MORT&H 12.1-304
640cum-125
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Supply and filling of local sand in foundation and plinth including cost of sand, cartage upto site and placing in position ramming dressing and levelling required for proper completion of the work. As per MORT&H 12.3-304
68cum-739
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(M-10) Concrete with 40mm. gauge stone ballast in 1:3:6 cement , sand and approved grit in foundation including supply of all materials labour tools and plants etc. required for proper completion of the work. As per MORT&H 13.5-1500,1700 & 2200
71cum-7060
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(M-25) R.C.C work for raft foundation with cement approved coarse sand and 2 cm. gauge approved dalla grit proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24BWGGI binding wire complete in all respect. As per MORT&H 13.5-1500,1700 & 2200(f)
98cum-9930
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M-150 brick work in 1:3 cement and C.sand mortar in foudnation and plinth including all materials labour tools and plants etc. complete work. As per MORT&H 12.5-1300
192cum-6700
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Same as item no. above but in super structure including necessary cutting and moulding of brick complete in all respect. As per MORT&H 13.1-1300& 2200
235cum-6870
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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 Specifications As per MORT&H 13.8-2706 & 2200
99R.M.-170
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(M-25) R.C.C. work with cement approved coarse sand and 2 cm. gauge approved dalla grit proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24BWGGI binding wire complete in all respect. for Bed block As per MORT&H 13.5-1500,1700 & 2200(f)
4.1cum-9930
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(M-25) R.C.C. work with cement approved coarse sand and 2 cm. gauge approved dalla grit proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24BWGGI binding wire complete in all respect As per MORT&H 13.5-1500,1700 & 2200(f)
95cum-10800
... more
Mild steel or iron work in plain work such as R.C.C. or R.B. work complete in all respect. As per MORT&H 13.7-1600 & 2200
185Qtl-4650
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Plain/reinforced cement concrete (M-25) in open foundation complete as per drawing and Technical specification
9.8cum-9060
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Struck cement pointing in 1:2 cement and fine sand mortar complete in all respect. As per MORT&H 13.2-1300 &2200
330sqm.-65
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. As per MORT&H 13.10-710.1.4. of IRC:78 and 2200
38cum-3900
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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. As per MORT&H 15.1-2503
77cum-3600
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Constn. Of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1
3200cum-144
... more
Constn. Of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1 with 1.00 Km. cartage
2800cum-74
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Providing, laying and spreading materials on a prepared sub grade, adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive stren
210cum-4230
... more
Providing, laying and spreading materials on a prepared sub base, cement @ 4% by weight to the spread materials manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and t
200cum-4500
... more
Providing and applying Tack coat with bitumen using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5.2
2012.5sqm.-14
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Cleaning the existing water bound surface and laying premix 2 cm. thick over a tack coat with graded approved grit and bitumen including roller, Machinery, heating the paint to the required temperature and mixing including cartage of materials, maintenance of side patries and watering them during operation for proper completion of the work.
2012.5sqm.-187
... more
Cleaning the premix surface and laying Seal coat (Type "C") with approved 6-7mm. Graded grit and bitumen including Roller, Machinery annd heating the paint to the required temperature including cartage of materials, maintenance of patri and watering.
2012.5sqm.-64
... more
Earth work in both side of road for making patries after construction including ramming dressing, levelling etc. required for proper completion of the work.
300cum-74
Total Amount ₹ 82.8 K
Quoted Amount
Calculate Bid Estimation
-5
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%
₹ 78.7 K
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