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Tender For Construction Of Bridge Approach Road Additional Approach Road And Protective Work On Sai River Near Village Bhogla In Hasanganj, unnao-Uttar Pradesh

Public Works Department-PWD has published Tender For Construction Of Bridge Approach Road Additional Approach Road And Protective Work On Sai River Near Village Bhogla In Hasanganj. Submission Date for this Tender is 10-04-2023. Bridge Work Tenders in unnao Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

37044667
Corrigendum : Tender For Construction Of Bridge Approach Road Additional Approach Road And Protective Work On Sai River Near Village Bhogla In Hasanganj
Open Tender
Indian
Uttar Pradesh
unnao
10-04-2023

Tender Details

Construction Of Bridge Approach Road Additional Approach Road And Protective Work On Sai River Near Village Bhogla In Hasanganj

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Apr-2023 date extended Date 10-04-2023

Key Value

Document Fees
INR 2715 /-
EMD
INR 2450000.0 /-
Tender Value
INR 4.50 Crore /-

BOQ Items

Name of Work:-Construction of Bridge(3x18m), Approach road, Additional Approach road, Protection work near Bhogla Village in Hasanganj Block over river Sai in District Unnao,
Sl. No. Item Description
1Providing and Constructing Temporary Island of 16 m diameter for Construction of Well Foundation for 5 m dia. Well.
2Providing and laying Cutting edge of Mild Steel weighing 40 kg per meter for well foundation complete as per Drawing and Technical Specification.
3Plain/ Reinforced Cement Concrete M-30 in well Curb complete as per drawing and technical specification
4Plain/ Reinforced Cement Concrete M-25 in well Steining/False Steining complete as per drawing and technical specification
5Sinking of wells 5.00 Mt. External diameter through all kinds of sand silt clay except hard stratum like kankar, boulders, rocks, only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machine, labour etc was required for proper completion of the work MORTH Sp. No. 1200 (Sl,No.12.12) (1) 0.00 meter to 3.00 meter
6(2) 3.00 meter to 10.00 meter
7(3) 10.00 meter to 18.00 meter
8Plain/ Reinforced Cement Concrete M-25 in plugging the bottom complete as per drawing and technical specification
9Sand filling in side the well between bottom and top plugging including watering ramming and also including necessary T&P etc, required for proper completion of the work. MORTH Sp.No.1207(Sl. No. 12.21)
10Plain/ Reinforced Cement Concrete M-20 in Intermediate Plug complete as per drawing and technical specification
11Plain/ Reinforced Cement Concrete M-30 in Well Cap complete as per drawing and technical specification
12Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in foundation complete as per Drawing and Technical Specifications MORTH Sp. 1600 (SI no. 12.4)
13Plain/ Reinforced Cement Concrete M-30 in Sub Structure complete as per drawing and technical specification
14Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications MORTH Sp. 1600 (SI no. 12.4)
15Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
16Furnising and Placing Reinforced cement Concrete M-35 in super structure as per drawing and technical specification
17Providing and Laying of an elastomeric slab steel expansion joint, catering to right or skew(less than 20deg., manderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacturer/ supplier or their autherised representative/supplier or their autherised representative ensuring compliance to the manufacturer instructions for installation and clause 2606 of MORTH specification of road and bridge work.
18Supply & fixing of 10 mm dia drainage spouts of cost iron with gratings as per drawing including cost of all materials, labour, T&P etc. required for proper completion of the work MORTH Sp. Sl. No. 2705 (Sl. No. 14.9)
19PCC M15 leveling course below approach slab as per MORTH sp. 2700 (Sl. N0. 14.10)
20Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification MORTH Sp. 1500,1600,1700 & 2704 (Sl. No. 14.11)
21Construction of RCC railing of M30 Grade in-situ with 20 mm 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 between vertical post for expansion, complete as per approved drawings and technical specifications.
22Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications MORTH Sp. 1600 (Sl. No. 14.20)
23Providing and Laying Cement Concrete wearing coat M-35 Grade including reinforcement complete as per Drawing and Technical Specification
24Construction of embankment with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
25Construction 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.
26Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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 ,Stonescreening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density
27Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density
28Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge.
29Providing 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 0.75 kg/sqm using mannual means.
30Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the preparedsurface cleaned with hydraulic broom .
31Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 .
32Providing and laying seal coat "C" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
33Construction of embankment with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 in Patri
34Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
35Providing & laying in cement concrete1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
36Providing & laying in cement concrete 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
37Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.MORD 12.5
38Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
39Providing & laying boulders apron on river bed for protection against scour with stone boulders weighing not less then 40kg each complete as per drawing and Technical Specifications.
40Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
41Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
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