Uttar Pradesh Power Transmission Corporation Limited-UPPTCL has published Tender For Civil Works For Increasing Capacity From (2X40)Mva T/F To (3X40)Mva T/F With Transformer Bay At 132 Kv S/S Jahangirabad, Bulandshahr. Submission Date for this Tender is 14-12-2022. Transformer Supply Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 30-Nov-2022 | Litigations | Technical Bid | 14-12-2022 |
Sl. No. | Item Description |
1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 Metreand lead upto 30 metre and including filling, watering, and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation.(CSI-4.01) |
2 | Add to Item No. 4.01 to 4.05 above for every additional 30 Meters lead or part of 30 Meters or for every additional 1.5 M lift of part of 1.5 Metres. (CSI-4.04) |
3 | Clearing Jungle including uprooting of rank vegetations, grass, bush wood, trees and saplings of girth upto 20 cm measured at a height of one meter above ground level and removal of rubbish upto a distance of 50 meters outside the periphery of area cleared.(CSI-4.08) |
4 | Concrete with 4cm gauge down graded Stone ballast , coarse sandand cement in proportion of 12:6:1 in foundation and under floors and supply of all materials, labour, tools and plants etc. required for proper completion of the work(CSI-5.02) . |
5 | Concrete with 4cm gaugestone ballast, coarse sandand cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete.(CSI-5.04A) |
6 | Cement concrete with 2cm gauge Stone ballast, coarse sand and cement in the proportion 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of work. (CSI-5.06) |
7 | Concreting of 40 mm thick RCC trench covers in mild steel framework with RCC 1:1.5:3 in Cement, coarse sand 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-5.18) |
8 | 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-5.21) |
9 | 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-5.27) |
10 | Same as item no 5.15ain RCC pile caping, gantry walls/columnfoundations and RCC pedestals but in the proportion 1:1.5:3(CSI-5.28) . |
11 | 1st class brick work in 1:4 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all material, labour and T&P etc. requiredfor proper completion of work.(CSI-6.03) |
12 | 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-9.01) |
13 | 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(Steel is to be provided by the department).(CSI-9.02) |
14 | 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-9.03) |
15 | 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-9.12) |
16 | 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-9.13) |
17 | 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-9.14) |
18 | 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-9.15) |
19 | 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-9.20) |
20 | S/F in position 105 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work.(CSI-9.27) |
21 | 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-9.30) |
22 | Fixing of template in position level and alignment for groutingof Anchor bolt in main gantry (labour rate only).(CSI-9.31) |
23 | Fixing of template in position level and alignment for groutingof Anchor bolt in Aux. Structure (labour rate only). (CSI-9.32) |
24 | 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-9.33) |
25 | 12mm thick plaster with cement mortar of 1 part cement & 4 parts of approved coarse sand 2.5 F.M. over Brick work, min. thickness not less than 10mm including supply all material, labour and T&P required for proper completion of work.(CSI-11.07) |
26 | Champering the edge of concrete in Main Gantry, Auxiliary structure, trench Edge of size 25 mm wide in triangular section including all materials, labour & T&P etc complete.(CSI-11.18) |
27 | 25mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and 20mm graded stone aggregate laid in panels finished with 3mm floating coat of neat cement, over base concrete. Rate includes cost of all materials, labour and T&P required for proper completion of work but excluding cost of base concrete.(CSI-12.02) |
28 | 40 mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and 20mm graded stone aggregate laid in panels finished with 3mm floating coat of neat cement, over base concrete. Rate includes cost of all materials, labour and T&P required for proper completion of work but excluding cost of base concrete.(CSI-12.04) |
29 | First class brick on edge floor laid dry, jointsfilled with sand including preparation of base to proper slope and shape and its ramming including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI-12.07) |
30 | Supply of 80 mm thick I shaped mechanically compressed inter locking cement concrete paver block manufactured by high pressure & controlled vibration machine having plan dimension 200X(160+120 mm) with minimum 5 mm thick toping of O.P.Cement mixed with 25% marble powder. The compressive strength of concrete pavers blocks shall not be less than 30 MPa & 4.5 Kg/No. including cost of all material, labour, T&P etc. required for proper completion of work as directed by Engineer-in-charge but excluding G.S.T. which shall be paid extra as per rules.(CSI-12.23) |
31 | Painting or varnishing on iron works in small areas of new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should confirm to the ISI no. 103-1950. (CSI-13.01) |
32 | Painting or varnishing on iron works in small areas of new wood work with one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should confirm to the ISI no. 103-1950. For every coat (CSI-13.02) |
33 | Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position(CSI-13.28) |
34 | Dismantlingplastered or unplastered brick work or stone masonry work in lime or cement mortar and inclduing stacking of materials as directed by Engineer-in-charge within a distance of 60 meters.(CSI-15.01) |
35 | Dismantling reinforced cement concrete or reinforced brick work or Cement.Concrete. including stacking of dismantled material as directed by the Engineer-in-charge within a distance of 60 metres(CSI-15.03) . |
36 | Dismantling of existing R.C.C. Gantry/ Auxiliary foundation with the help of mechanical means in switchyard including disposal of refuse/ debris as per direction of Engineer - in - charge. Including all labour and T&P etc. required for proper completion of the work.(CSI-15.15) |
37 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber & consolidating with road roller including making good the undulations etc.& re-rolling the sub grade & disposal of surplus earth with lead upto 50 metres(CSI-18.01) . |
38 | 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,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-18.13) |
39 | Providing and fixing 12mm thick particle board of commercial quality 125 mm deep for making partitions of C.C. road slab as per direction of E/I. including cost of all material, labour and T&P required for proper completion of work.(CSI-18.15) |
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