Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Jun 2020
Closing Date8 Jun 2020
Tender Amount₹ 18,92,664
Costs
EMD
₹ 2,40,000Document Cost
₹ 854Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEMRT_478283_2Bid Award Id
ViewTender No
01/3A/Camp Dated 04.05.2020Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
Plain/Reinforced Cement Concrete in complete as per Drawing and Technical Specifications. (PCC M-15)
55.72
-
4734
Class-150 Brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. S.I. No. 307
260.53
-
4181.4
Filling of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method complete as per Technical Specification Clause 401.
107.42
-
1812
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. (R.C.C. M-20)
38.4
-
6784
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.AS per drawing SP-13 SI No. 504 (as per Plate-8 R.C.C. Solid Slab Supersterstucture.)
37.68
-
5656
Plain/Reinforced Cement Concrete in complete as per Drawing and Technical Specifications. (PCC M-20)
10.8
-
5084
12mm Thick plaster with cement and corse sand in 1:3 over brick work minimum thickness not to be less than 12 mm including cost of all types of materials, Labour, T&P etc. required for proper completion of the work. SI. No. 582a
19.31
-
161.6
Struck Pointing with cement mortar consisting of 1 Part cement & 2 Parts of fine sand of 1:25 fineness modulus including cost of all type material labour. T&P etc S.I.. No. 574
53
-
126.25
Providing and laying 90mm dia PVC pipe abutmants to provide weep holes S.I. 30A
18
-
121.2
Construction of granular sub-base 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 Specification Clause 401.
20.63
-
1948
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including 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 screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
11.25
-
2299
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
11.25
-
2307
Brick lining on both side of the road of M-150 bricks 7 cm. wide 11 cm. deep, laid with mud mortar including labour and supply of brick finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge (As per schedule.). S.I. No.. 765
0.05
-
57206.4
Providing and applying primer coat with Bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502.
150
-
15.6
Providing & applying tack coat with V.G.-10 bitumen at the rate of 0.25 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical Specification Clause 503.
150
-
6.4
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 whel 80-100 kN static foller capacity, finished to required level and grades.
150
-
107.7
Cleaning the premix surface and laying seal coat type C with 6.7 mm nominal size grit (passing 9.5 mm sieve & retained on 2.36 mm nomianl sieve) and bitumen including heating the paint and grit upto required temperature and mixing including cartage of material at site, and including maintenance of side patries and watering them during operation of work complete as per specification and also including all labour, material T&P etc. required for proper completion of the work as directed by the Engineer-in-charges work .
150
-
40.4
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to the in 20 cm. Layers including ramming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30m distance as directed by the Engineer–in charge. S.I. No. 253(a)
24
-
72.72
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