Special Repair Of Sangampurwa L/R Km-1 , 2 And Repair Of Flush Type Causway Km-2 On Breach Portion In District-Shrawasti

Tender Notice

27469368
Corrigendum : Special Repair Of Sangampurwa L/R Km-1 , 2 And Repair Of Flush Type Causway Km-2 On Breach Portion In District-Shrawasti
Indian
Uttar Pradesh
19-06-2021
29-06-2021
30-06-2021

Tender Details

Special Repair Of Sangampurwa L/R Km-1 , 2 And Repair Of Flush Type Causway Km-2 On Breach Portion In District-Shrawasti

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Mar-2021 Date Date 08-04-2021
2 03-Apr-2021 Date Corrigendum Date 10-05-2021
3 06-May-2021 date Date 24-05-2021
4 22-May-2021 date1 Date 14-06-2021
5 05-Jun-2021 Date2 Date 21-06-2021
6 19-Jun-2021 Time Extand Date 29-06-2021

Key Value

Document Fees
INR 945 /-
EMD
INR 325000.00 /-
Tender Value
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BOQ_881219.xls Tender Document-BOQ 288.00

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BOQ Items

Name of Work : Special Repair of Sangampurwa L/R km-1,2 & Repair of Flush Type Causway km-2 on Breach Portion in District-Shrawasti.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Providing, laying, spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per (MORD) Technical Specification Clauses 405. 195 Cum
2 2 Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii) 3937.5 Sqm
3 3 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. 3937.5 Sqm
4 4 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 3937.5 Sqm
5 5 Earthwork 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 65 cum
6 6 Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. 10 cum
7 7 Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. 28 cum
8 8 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 40 cum
9 9 Class M-150bricks work in 1:3 in cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. 60 cum
10 10 Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 70 Sqm
11 11 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. MORD S.No. 14.5 32 cum
12 12 Sand Fillling below CC pavement as per drawing and direction of Engineer-in-Charge. 50 cum
13 Total in Figures
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