Uttar Pradesh Power Transmission Corporation Limited-UPPTCL has published Tender For Construction Of 132 Kv Chhata Kosi Circuit-Iii Line Bay At 132 Kv Sub-Station Kosikalan,Mathura. Submission Date for this Tender is 19-04-2024. Busbar Tenders in chhata Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Apr-2024 | date extend | Date | 19-04-2024 |
| 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 | Earth filling under floors and/or corporation area including cost of earth obtainedwith in 8 km distance outside corporation area including all taxes (if any) andits carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10) |
| 3 | Concrete with 4cm gaugestone ballast, coarse sand& 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) |
| 4 | Cement concrete with 2cm gauge approved hard stone ballast,coarse sand and cement in proportion of 3:1.5:1including supply of all materials, labour,side shuttering ifrequired and T&P etc. required for proper completion of work(CSI No. 5.21) |
| 5 | RCC work with cement, approved coarse sand and2 cm gauge graded approved hard stone ballast like granite quartzite etc from Dalla, Jhansi or other quarries in proportion1:1.5:3 in slab , 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. 5.24) |
| 6 | RCC work with cement, approved coarse sand and2 cm gauge graded approved hard stone ballast like granite quartzite etc from Dalla, Jhansi or other quarries 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) |
| 7 | Same as item no 5.15ain RCC pile caping, gantry walls/columnfoundations and RCC pedestals but in the proportion 1:1.5:3. (CSI No. 5.28) |
| 8 | RCC work with cement, approved coarse sandand2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in RCC T beam-slab and column, 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. 5.29) |
| 9 | First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of allmaterials, labour & T&P etc. required for proper completion of work (CSI No. 6.03) |
| 10 | First class brick work in 1:4 cement and coarse sand mortar in super structure including supply of allmaterials, labour & T&P etc. required for proper completion of work (CSI No. 6.03+6.08) |
| 11 | 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) |
| 12 | 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) |
| 13 | 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) |
| 14 | Fixing and grouting28 mm and above dia 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) |
| 15 | 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) |
| 16 | Fixing and grouting 25 mmand below 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) |
| 17 | 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) |
| 18 | Fixing of template in position level and alignment for groutingof Anchor bolt in main gantry (labour rate only). (CSI No. 9.31) |
| 19 | Same in item 9.31 above but for auxiliary structure. (labour rate only). (CSI No. 9.32) |
| 20 | 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) |
| 21 | 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) |
| 22 | 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 consumption 0.044 bag/Sq.m.) (CSI No. 11.20) |
| 23 | 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) |
| 24 | 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) |
| 25 | As in item 13.01 above but for every coat after first coat. (CSI No. 13.02) |
| 26 | Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.20) |
| 27 | Painting one coat with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birla putty and one coat of primer ICI or equivalent which shall be paid separately) including through washing with water including cost of all materials, labour, T&P required for proper completion of work. (CSI No. 13.22) |
| 28 | Same as in item no 13.22 above but for every coat of additional APEX or equivalent brand weather coat paint . (CSI No. 13.23) |
| 29 | Painting one coat with Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint (Paint and water in the ratio 1:1 by volume) over prepared and primed surface of cement concrete, cement plaster and bricks including all labour, material and T&P etc required for proper completion of the work, (preparation of base with Birla putty etc. and a coating of primer shall be paid extra) . (CSI No. 13.25) |
| 30 | Same as above in item no. 13.25 but for every coat after first coat of Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint. (CSI No. 13.26) |
| 31 | 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) |
| 32 | 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) |
| 33 | Laying cement concrete road slab consisting of 1 part cement 1.5part 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,finishing with TRIMIX machine ,concrete hardner 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) |
| 34 | 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) |
| 35 | Boring holes 3.5 M deep below cut off Level in all types of strata including loose sandy strata under water requiring use of modified auger and cutting tools with gravity valves and removable casing pipe, if required, for proper completion of work with cost of all labour, material, T&P required. (CSI No. 21.01)(b) 300 mm Dia piles . |
| 36 | (c) 400 mm Dia piles. |
| 37 | Cutting the bore hole for providing under ream of 2.5 times the dia. of pile upto 3.50 metre below the cut off leveling tools including cleaning the bore hole and including cost of all materials, labour and T&P etc. as may be required for proper completion of work. (CSI No. 21.02)(b) For 300 mm dia pile. |
| 38 | (c) For 400 mm dia pile. |
| 39 | Extra for every additional depth of boring work as described in item No.21.01 above but beyond 3.50 Metre below the cut off level. (CSI No. 21.03)(b) For 300 mm dia piles. |
| 40 | (c) For 400 mm dia piles. |
| 41 | As in item N0. 21.02 above but for under reaming beyond 3.50 Metre below the cut off level. (CSI No. 21.04)(b) For 300 mm dia piles. |
| 42 | As in item N0. 21.02 above but for under reaming beyond 3.50 Metre below the cut off level. (CSI No. 21.04)(c) For 400 mm dia piles. |
| 43 | Providing and filling bentonite solution in pile bore under unstable and/or high water table soil conditions for retaining shape of bore 5 Kg of bentonite will be used in 100 Lt. clear water (Bentonite solution shall be used with continuous process of cirulation) including all material , labour , T&P etc. The measurement shall be done as per design dia. & depth of pile upto cut off level. (CSI No. 21.05) |
| 44 | R.C.C. work with cement, approved coarse sand 2cm gauge approved stone ballast in 1:1.5:3 proportion for concreting in all type of piles including labour & material for proper completion of the work. Measurement of workbe done according to design diameter and depth of pile upto cut off level. Under reamed concrete shall be measured as per IS 2911 Part II (CSI No. 21.08) |
| 45 | Extra for concreting in bore holes filled with water or bentonite solution (Bore under loose unstable/under water) by displacement method, using tremie pipe and including cost of 10%extra cement required over Normal 1:2:4 mix including cost of all labour & T&P etc. as may required for proper complete work. (CSI No. 21.09) |
| 46 | Cutting & chipping the piles top above the cut off level including bending & straightening the pile reinforcement as directed including cost of al materials, labour &T&P etc as may be required for completion of the work. (CSI No. 21.11)(b) For 300 mm dia pile. |
| 47 | (c) For 400 mm dia pile. |
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