National Hydroelectric Power Corporation Limited has published Repair , Renovation And Beautification Of Road Side Shoulders At Left Bank , Teesta-V Power Station. Submission Date for this Tender is 13-08-2019. Road Repair Tenders in Teesta-V Power Station, Balutar, East Sikkim Sikkim. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil. (Ref DSR-2018/2.1.1/CPWD). | BI01010001010000000000000515BI0100001113 | 2837.42 | SQM |
| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil (Ref SSOR-2012 part 1/4.1/Sikkim PWD). | BI01010001010000000000000515BI0100001114 | 80.49 | CUM |
| 3 | 3 | Providing & Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone aggregate of 20 mm & down size) (Ref SSOR-2012 part 1/7.1.3/Sikkim PWD). | BI01010001010000000000000515BI0100001115 | 20.6 | CUM |
| 4 | 4 | Providing & laying Plum concrete in 1:2:4 c.c. (1 cement, 2 coarse sand, 4 clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete (Ref SSOR-2012 part 1/12.1/Sikkim PWD). | BI01010001010000000000000515BI0100001116 | 128.67 | CUM |
| 5 | 5 | Providing and laying at or near ground level factory made kerb stone of M-30 grade( Size-400x300x100mm) cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including carriage of materials at site and making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | BI01010001010000000000000515BI0100001117 | 1055.25 | m |
| 6 | 6 | Providing and laying 60mm thick factory made cement concrete interlocking glossy paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with fine sand etc. including carriage of materials at site all complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001118 | 2689.22 | SQM |
| 7 | 7 | Providing & laying 15mm thick cement plaster 1:4 of specified mix in single coat i/c finishing even and smooth and curing etc all complete. Cement mortar 1:4 (Ref SSOR-2012 part 1/9.2.2/Sikkim PWD). | BI01010001010000000000000515BI0100001119 | 744.92 | SQM |
| 8 | 8 | Providing and painting with acrylic exterior paints of quality and make equivalent to EXCEL, WEATHER SHIELD to give an even shade i/c brushing the surface clean of dirt, dust etc and sand papering and filling the scratches complete on New surface (Ref SSOR-2012 part 1/22.8.10/Sikkim PWD). | BI01010001010000000000000515BI0100001120 | 649.24 | SQM |
| 9 | 9 | Providing and laying 20mm thick granite stone in Risers of steps, skirting and pads, walls, pillars etc laid on 10mm thick base c.m. 1:3 joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per diection of engineer in charge (Ref SSOR-2012 11.25/Sikkim PWD). | BI01010001010000000000000515BI0100001121 | 95.68 | SQM |
| 10 | 10 | Filling with available excavated earth in trenches, plinth side of foundation, in layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering etc all complete (Ref SSOR-2012 part-1/5.2/Sikkim PWD). | BI01010001010000000000000515BI0100001122 | 201.69 | CUM |
| 11 | 11 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter (Ref DSR 2018/12.41.2/CPWD). | BI01010001010000000000000515BI0100001123 | 141.03 | m |
| 12 | 12 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge) (Ref SSOR-2012 part-1/8.1.2/Sikkim PWD). | BI01010001010000000000000515BI0100001125 | 3.26 | CUM |
| 13 | 13 | Providing, fixing & removing form work for casting R.C.C items as indicated below : (with imported timber from outside the state).Beam, lintels, girders, brersumers & cantilevers (Ref SSOR-2012 part-1/14.1.1/Sikkim PWD). | BI01010001010000000000000515BI0100001126 | 8.56 | SQM |
| 14 | 14 | Supplying, bending and placing in position tor steel reinforcement in all R.C.C works including cost of biding wires, all complete (Ref SSOR-2012 part-1/18.2/Sikkim PWD). | BI01010001010000000000000515BI0100001127 | 3.071 | QTL |
| 15 | 15 | Supplying and laying/erection of HDP Pipe 20mm. | BI01010001010000000000000515BI0100001128 | 1246 | m |
| 16 | 16 | By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM - Kerb stones and interlocking locking paver blocks (Ref DSR 2018/ 1.2.11/CPWD). | BI01010001010000000000000515BI0100001129 | 373.74 | MT |
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