Uttar Pradesh Power Transmission Corporation Limited-UPPTCL has published Construction Of Civil Works Related To 01 No Railway Tss Bay At 132 Kv Sub Station Rani Ki Sarai Distt Azamgarh . Submission Date for this Tender is 28-09-2021. Civil Work Tenders in Azamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01) |
2 | Add to Earth work item no 01 (SI No. 4.01 ) above for every additional 30m lead or partthere of or for every additional 1.5M lift or part thereof. (CSI No. 4.04) |
3 | Sand filling in plinth including supply of necessary quantity of fine sand from outside the UPPCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 4.05) |
4 | Cleaning of grass and removal of rubbish upto a distance of 50 Moutside the UPPCL area cleaned. (CSI No.4.09) |
5 | Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 kmoutside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10) |
6 | Levelling and dressing and making proper slopes including cuttingand filling of earth upto a depth 100mm if so required includingall labour T&P etc. required for proper completion of the work . (CSI No. 4.11) |
7 | Concrete with 4cm gaugestone ballast, coarse sand (F.M. 1.8 to 2.5) & cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02) |
8 | Concrete with 4cm gaugestone ballast, coarse sand(F.M. 1.8 to 2.5) and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a) |
9 | Concreting of 40 mm thick RCC trench covers in mild steel framework with RCC 1:1.5:3 in Cement,Chopan coarse sand(F.M. 1.8 to 2.5) and 2cm gaugegraded hard stone ballast with 3mm thick floating coat of neatcement finish on top of cover complete with all labour, materials and placing the same in proper position at required location of cable trench within the substation area. (CSI No. 5.18) |
10 | Cement concrete with 2cm gauge approved hard stone ballast,coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 1:1.5:3.including supply of all materials, labour,side shuttering ifrequired and T&P etc. required for proper completion of work(CSI No. 5.21) |
11 | RCC work with cement approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27) |
12 | Same as item no.11 (CSI No. 5.27) above but in RCC pile caping, gantry walls/columnfoundations and RCC pedestals but in the proportion 1:1.5:3. (CSI No. 5.28) |
13 | First class brick (class-150) work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in foundation and plinth including supply of allmaterials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01) |
14 | First class brick (class-150) work in 1:4 cement and coarse sand (F.M.1.8 to 2.5)mortar in foundation and plinth including supply of allmaterials, labour & T&P etc. required for proper completion of work (CSI No. 6.03) |
15 | Mild Steel or Iron work in heavy sizes such as trusses built upgates, door frames, record, racks roof work gates etc. wrought torequired form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01) |
16 | TMT/Tor steel in plain work such as reinforced concrete orreinforced brick work (when not included in an over all rates)wrought to required shape as necessary including bending forproper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor)(CSI No. 9.03) |
17 | Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266)900 mm. long with base plate (75x75x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work.(CSI No. 9.12) |
18 | Fixing and grouting 32/28 mm bolts in properalignment level and setout with help of a template completeincluding supply of all labour & T&P etc. required for propercompletion of the work.(labour rates only) . (CSI No. 9.13) |
19 | Supplyof 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mmlong with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.(CSI No. 9.14) |
20 | Fixing and grouting 25 mm dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (CSI No. 9.15) |
21 | Providing M.S. Frames work, rack etc for R.C.C. Trench covers and edging with M.S. angles and M.S reinforcement including cutting, bending and welding as per approved drawing. Therate is including cost of all labour, materials etc. as required for proper completion of the work.(CSI No. 9.20) |
22 | S/F 50x50mm, 8 gauge G.I. chain link fencing 1.8 Mhigh including fixing to vertical posts, horizontal runners with 10mm dia.40mm long bolts, nuts and washers complete with all material, labour and T&P etc. required for proper completion of work. Chain link of 8 gauge shall be galvanized by hot dipped method as per relevant IS Code. (Excluding cost of vertical posts and horizontal runners) (CSI No. 9.23) |
23 | Grouting of vertical or inclined post of pale/chain/security fencing in truelevel, alignment and in plumb or inclination as required,including cost of all labour, materials and T&P required forproper completion of work. ( Post and concrete for grouting shall be measured separately) (CSI No. 9.28) |
24 | Fixing and grouting of trench edging in proper level andalignment including cost of all labour, and T&P etc. required forproper completion of the work but excluding cost of C.C. (labour rates only) . (CSI No. 9.30) |
25 | Fixing of template in position level and alignment for groutingof Anchor bolt in main gantry (labour rate only). (CSI No. 9.31) |
26 | Fixing of template in position level and alignment for groutingof Anchor bolt in Aux.structure (labour rate only). (CSI No. 9.32) |
27 | Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). (CSI No. 9.33) |
28 | 12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07) |
29 | 12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.09) |
30 | 6 mm. thick plaster with 1:3 cement & coarse sand includinglabour, materials & T&P etc. required for proper completion ofthe work. (CSI No. 11.17) |
31 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (CSI No.11.18) |
32 | 3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumtion 0.044 bag/Sq.m.) (CSI No. 11.20) |
33 | 2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specifiedand removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.02) |
34 | 4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.04) |
35 | First class bricks on edge floor laid dry, joints sand filled,including preparation of base to proper slope and its rammingincluding supply of all material labour & T&P etc. required forproper completion of the work. (CSI No. 12.07) |
36 | Painting or varnishing new iron work in small areas or new woodwork with one coat of ready mixed priming paint and one coat ofapproved superior quality ready mix paint "Luxol" or equivalentbrand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01) |
37 | Same as in item no.36 (CSI No.13.01) above but for every coat after first coat. (CSI No. 13.02) |
38 | Dismantling of existing pale / security / chain link fencingincluding post and stacking properly as per direction of theEngineer - in - charge. Including all labour and T&P etc.required for proper completion of the work. (CSI No. 15.13) |
39 | Laying cement concrete road slabconsisting of 1 part cement 1.5 part approved coarse sand and 3 part approved 20mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.13) |
40 | Filling of 20 mm. wide 100/150 mm. deep joint with coarse sand and saw dust mixed with hot bitumen etc. complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.14) |
41 | Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. (CSI No. 20.11) |
42 | Dismantling reinforced cement concrete or reinforced brick work,including stacking of dismantled materials as directed by theEngineer-Incharge within a distance of 60 metres. (CSI No. 15.03) |
43 | Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost) in proportion of 12:6:1 as in CSI no. 5.01 includingcost of all labour,materials, T&P etc required for proper completion of work. (CSI No. 5.20) |
44 | Providing and laying floor of 8 mm thick vitrifiedtiles in flooring or skirting of approved brand (Bell, Johnson or equi. make)size of 600x600 mmof approved shade, colour and pattern , laid over base cement mortar 1:4 mix including finishing the joints with white cementmixed with pigment to match the shade of tile including cost of all material, labour and T&P required for proper completion of the work. (CSI No. 12.18) |
45 | Dismantling brick work or stone work in lime or cement mortar andincluding stacking of materials as directed by theEngineer-in-charge within a distance of 60 metres. (CSI No. 15.01) |
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