Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date3 Jun 2020
Closing Date9 Jun 2020
Tender Amount₹ 63,02,425
Costs
EMD
₹ 5,70,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEMRT_478912_1Bid Award Id
ViewTender No
847/104M-S Date 06-02-2020Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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 overlaping shall be measured and including cost of bindingwire. (S.I. No. 504)
179
-
5656
Plain Cement Concrete M-20 with stone aggregate nominal size mechanical mix and viberated in foundation upto depth 1.5m below ground level and 1.5m above ground level (PCC-M20)
212
-
5805
Providing & laying filter media underneath pitching in slopes complete as per drawing and technical specification. (MORTH 15.5 : 2504)
167
-
1609
Providing and laying pitching on slopes laid over prepaired filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and Technical specification. (MORTH: 15.4: 2504)
153
-
1655
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications As per no. 1500,1600,1700 & 2703 (For Railing)
20
-
2364
Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and as per Technical Specifications No. 2702
14
-
13826
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
24
-
25
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
80
-
321
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 be in 20 cm. layers including remming and dressing the surface to required levels and slopes 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 within 30 M. distance as directed by the Engineer incharge. (3.0 Km cartage)
3052
-
160
Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and with 2 percent cement compacting with vibratory roller to achieve the desired density, complete as per clause 401
234
-
2603
Providing laying spereading and graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base / subgrade and compacting with the road roller to achieve the desired density.
140
-
4945
Providing and applying tack coat with bitumen using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
700
-
7
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.
700
-
121
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 .
700
-
30
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