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Re-Construction Work Of Damaged Parapits And Hume Pipe Culverts On Various Rural Roads Under The Division In Mahoba District Under Special Repair . , Mahoba-Uttar Pradesh

Public Works Department-PWD has published Re-Construction Work Of Damaged Parapits And Hume Pipe Culverts On Various Rural Roads Under The Division In Mahoba District Under Special Repair . . Submission Date for this Tender is 16-04-2020. Culvert Tenders in Mahoba Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24127118
Re-Construction Work Of Damaged Parapits And Hume Pipe Culverts On Various Rural Roads Under The Division In Mahoba District Under Special Repair .
Open Tender
Indian
Uttar Pradesh
Mahoba
16-04-2020

Tender Details

Re-Construction Work Of Damaged Parapits And Hume Pipe Culverts On Various Rural Roads Under The Division In Mahoba District Under Special Repair .

Key Value

Document Fees
INR 854 /-
EMD
INR 175000.0 /-
Tender Value
INR 17.50 Lakhs /-

BOQ Items

Name of Work: Re-construction work of damaged parapits and Hume pipe culverts on various rural roads under the division in Mahoba district under special repair.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.\n(Chpt-8 Add Item (b) 1 260 cum
2 2 Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work S.I.No-577 2 300 sqm
3 3 Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. \n(As per Chap-5 S.I. No. 279a) 3 20 cum
4 4 Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. S.I.No-253(b) 4 250 cum
5 5 Course Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. (5 miles) from the side of work & including watering,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. S.I.No-255 5 10 cum
6 6 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. for bdding 6 25 cum
7 7 Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 7 33.74 cum
8 8 Providing and laying of hume pipe NH-3 for culverts with filing of joints in cement and sand mortar in 1:2 including labour, T&P etc required for proper completion of work as per of Engineer-in-Charge. 8 52.5 RM
9 9 Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 9 12.53 cum
10 10 Plastering with cement mortar (1:4), 12 mm thick on R.C.R. work in substructure as per technical specification Clauses 613.4 & 1204 S.I.No-584 10 0.16 sqm
11 11 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry . work in head walls and parapits clause 1106. S.I.No-9.3(a) 600 mm dai 11 5 RM
12 12 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm AC/PVC dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7 Ch-12 (SOR item No. 12.9) 12 50 RM
13 13 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (S.I. No. 14.6)\nProviding and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 13 4 cum
14 14 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Ch-12 (SOR, MORD item No. 12.10 (ii) (Sandary Material) 14 55 cum
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