Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Jan 2024
Closing DateCancelled
Tender Amount₹ 4,03,70,000
Costs
EMD
₹ 22,20,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEBLY_878022_1Bid Award Id
ViewTender No
9050(3)/533C (E.T.)-08/2023-24 Date 12-12-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
RCC work in M-30 in well steining with cement aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.
586
5052492
8622
Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil,clayey soil and rock as shown against each case ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level,
i) depth below bed level up to 3.0M
12
65592
5466
ii) depth below 3.00 to 10 M
28
211736
7562
iii) Beyond 10.00 to 20.00 M
34
718964
21146
M 25 grade plain cement concrete with 10 per cent extra cement in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in bottom plug.
169
1389518
8222
M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in intermediate plug.
12.1
94864
7840
Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001) (Labour Rate Only)
606
87870
145
M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in well cap.
117.5
979362
8335
M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers
26.5
226893
8562
M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers caps
46.5
398133
8562
M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns
22
188364
8562
M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment top beams
18.5
158397
8562
M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in back walls
21
179802
8562
M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in wing walls
16
136992
8562
RCC M-35 in superstructure with cement approved coarse sand & 2cm gauge well graded grit including nece-sary shuttring placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all material labours T&P etc required for porper completion of wortk.
314
2983000
9500
Supply and fixing and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications (As per approved brand and as per ENC Letter No. 14124MT/60MT/Samanya Verg/2023-24 Date 07-12-2023
129.5
12216771
94338
M 25 grade renforced cement concrete approach slab excluding reinforcement as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001)
18
151200
8400
M 15 ordinary grade plain cement concrete leveling course below approach slabs per drawings and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2001)
9
63810
7090
Drainage Spouts complete as per drawing and Technical specification ( 100 mm pvc pipe)
14
3430
245
Back filling behind abutment, wing wall and return wall with (Granular Sub-base) complete as per drawing and technical specifications
68
284512
4184
Supply, fitting and fixing in positions true to line and level 500 x 400 x 96 mm sixe elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001)
465600
502848
1.08
Providing and laying of a strip seal expansions joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation
32
155840
4870
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
30716
4791696
156
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 rhe road foller at OMC to achieve the desired unconfined compressived strength and to from a layer of sub-base. MoRTH Spec 403
255
1028925
4035
Providing laying and spreading material on a prepared sub base cement @4% by ewight to rhe spread meterial manually mixing in place with rotavator and compacting with the road roller at OMC to achueve the desired unconfined compressive strength and to form a layer of base MoRTH Spec 405
251
1093858
4358
Providing and laying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.35 Kg. (as per UPPWD) Per sqm on the prepared primed granular surface cleaned with mechanical broom
2515
38982
15.5
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 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 as per Technical Specification Clause 5.9-508
2515
414975
165
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 5.12-510.
2515
157187
62.5
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3
145
23200
160
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C. Grade M 10)
42
281400
6700
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203
135
843750
6250
15 mm thick plaster with Cement & coarse sand in 1:3 proportion over brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc .required for proper completion of the work.
585
140400
240
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(PCC Grade M20)
18
130500
7250
Brick soling with straight over burnt bricks laid on edge. and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.
800
364000
455
Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification.
188
821936
4372
Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification
762
3023616
3968
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