Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date8 Jun 2021
Closing Date23 Jun 2021
Tender Amount₹ 1,53,51,576
Costs
EMD
₹ 17,45,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDPW_593206_4Bid Award Id
ViewTender No
1705/8 Kam/e_Tendering/2020-21 Dated 04-06-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Plain/Reinforced cment concrete , in well found,compl, as per drawing and technical. A.well curb M-25
34
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13550
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Plain/Reinforced cment concrete , in well found,compl, as per drawing and technical. B.well Steining M-25
340
-
12670
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Plain/Reinforced cment concrete , in well found,compl, as per drawing and technical.f, falls steining M-25
37
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12670
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Plain/Reinforced cment concrete , in well found,compl, as per drawing and technical. C.Bottom Plugging M-25+ 10%
125
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13145
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Plain/Reinforced Cement concrete In well found Compl.as per drawing and technical. A. Intermediate Plugging Conc. To be placed using tremie pipe (Note: 10 % extra cement added for Under water Conce.)Under water Conce.)
12
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11100
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Plain/Reinforced cment concrete , in well found,compl, as per drawing and technical. E- well cap M-30
93
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12160
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Sinking of 5.0 m.external diameter well through all typsof starts Nomly clayey soil and rock as shown against each case complete as per drawing and technical spec.depth of sinking is reckoned from bed level 0 to 3 Meter. M25
12
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3235
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Sinking of 6.0 m.external diameter well through all typsof starts clayey soil and rock as shown against each case complete as per drawing and technical spec.depth of sinking is reckoned from 3 M to 10 Meter. M25
28
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3710
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Sinking of 6.0 m.external diameter well through all typsof starts clayey soil and rock as shown against each case complete as per drawing and technical spec.depth of sinking is reckoned from bed level. Unit=RM Taking output=1m ) sandy soil II-Depth from 10.0m to 20m. average rate of sinking from 10 to 20m. M25
12
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1225
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Supplaying,fiting and placing uncoted HYSD bar reinforcement in found comp.as per draw, and tech.spec,
3.3
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48800
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Sand filing in wells complete as per drawing and technical Specifications.
246
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920
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Plain/Reinforced Cement cone, in sub structure,compl.as per drawing and technical. A) pier RCC Grade M-30
22
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12670
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Plain/Reinforced Cement cone, in sub structure,compl.as per drawing and technical. B) aboutment column RCC Grade M-30
18
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12670
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Plain/Reinforced Cement cone, in sub structure,compl.as per drawing and technical. C) aboutment Top beam RCC Grade M-30
22
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12670
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Plain/Reinforced Cement cone, in sub structure,compl.as per drawing and technical. D) pier cap RCC Grade M-30
35
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12670
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Plain/Reinforced Cement cone, in sub structure,compl.as per drawing and technical. E) back wall/ Wing wall RCC Grade M-30
11
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12670
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Plain/Reinforced Cement cone, in sub structure,compl.as per drawing and technical. F) Bearing pedestal RCC Grade M-30
5.5
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12670
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Supplaying, fiting and placing uncoted HYSD bar reinforcement in found comp.as per draw,and tech.spec, a) pier
20
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48800
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Supplaying, fiting and Fixing in position true to line and level elastomeric bearing conforming to be as per IRC 83 part II section IX Clause 2005 of MoRT & H Specification compl. as per. Drawing and technical.
487374
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0.79
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Furnishing and placing Cement concrete M-40 grade including reinforcement in super structure complete as per drawing and technical specification. A) pre stressed beam M-40
105
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15190
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Furnishing and placing Cement concrete including reinforcement in super structure complete as per drawing and technical specification. B) Deck slab & Cross Beam M-40 Grade
128
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15190
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Furnishing and placing Cement concrete wearing coat M-30 Grade including reinforcement in super structure complete as per drawing and technical specification.
30
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15190
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PCC M-15 Grade levelingcourse below approch slab complete as per drawing and technical specification . B) PCC Grade M-15
6
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11035
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RCC approch slab including reinforcement and formwork complete as per drawing and technical specification. 1)RCC Grade M-30
19
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14566
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Construction of RCC railing of M 30 grade in -situ with 20mm nominal size aggregate, 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
110
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4157
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Supplying fitting and placing HYSD bar reinforcement.in Super Strcture complete as per drawing and technical specifications.
49
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48805
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Drainage Spouts complete as per drawing and technical specification.
18
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4582
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Elastomeric Slab seal expension joint providing and laying of elastoric slab seal joint catering to right of skew (less than 20 Deg.) Moderately curved with Maximum horizontal Movement up to 50mm complete as per drawing and standerd specification to be installed by the Manufacture / Supplier or. their authorize representative ensuring compliance to the Manufacture's instruction for installation and claues2606 of MoRT & H spcification .
110
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5139
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Painting on cocrete surface Providing and applying 2 coats of water based paint to unplasterd concrete sureface ofter cleaning the sureface of dirt ,dus,oil,grease etc. efflorescence and applaying paint @ 1lter for 2 sqm.
222
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160
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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 (40 mm Brick balast)
65
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2130
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P/L of 25-60 Kg stone boulder in U/S and D/S for protection of floor including cost of material labour T&P etc complete
265
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4260
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
2150
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86
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Carted Earth
7900
-
210
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Earth work in excavation in tranches for widening of road in ordinary soil (loan clay or sand) including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the E/I within a lead of 50m as per S.I. No. - 251.
25
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120
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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 (MORD) Technical Specification Clause 401.
129
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4150
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Providing Laying and Spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
283
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4500
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Providing, laying and spreading material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Sub-base/base.
344
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4950
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Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii)
3702
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14.3
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Providing, laying and rolling of open - graded premix carpet of 20mm 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 wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per (MORD) Technical Specification Clause 508.
3702
-
188
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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 (MORD) Technical Specification Clause 510
3702
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60
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Construction of subgrade and earthen shoulders with approved material 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 1000 m as per Technical Specification Clause 303.1.
210
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86
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