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Tender For Roof Treatment Work Of Sgr Building And Miscellaneous Civil Work At 33/11 K.V S/S Sapnawat, Distt-Hapur., hapur-Uttar Pradesh

Paschimanchal Vidyut Vitran Nigam Limited has published Tender For Roof Treatment Work Of Sgr Building And Miscellaneous Civil Work At 33/11 K.V S/S Sapnawat, Distt-Hapur.. Submission Date for this Tender is 19-04-2024. Civil Work Tenders in hapur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42963798
Tender For Roof Treatment Work Of Sgr Building And Miscellaneous Civil Work At 33/11 K.V S/S Sapnawat, Distt-Hapur.
Open Tender
Indian
Uttar Pradesh
hapur
19-04-2024

Tender Details

Roof Treatment Work Of Sgr Building And Miscellaneous Civil Work At 33/11 K.V S/S Sapnawat, Distt-Hapur.

Key Value

Document Fees
INR 1180 /-
EMD
INR 11000.0 /-
Tender Value
INR 5.64 Lakhs /-

BOQ Items

Name of Work:Roof treatment work of SGR building and Miscellaneous civil workat 33/11 KV Sub Station, Sapnawat, Dist Hapur.
Sl. No. Item Description
1Excavation 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
2Local fine sand filling in plinth including supply of necessary quantity of local sand from outside the UPPCL premises including watering, ramming and dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work.CSI No. 4.05
3Clearing jungle including uprooting of rank vegetations,grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPCL area cleared. CSI No. 4.08
4Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 km outside UPPCL area including its roylty and carriage, loading/ unloading, spreading , watering, ramming in 20 cm layers and dressing of earth etc. for proper completion of the work. CSI No. 4.10
5Concrete with 4cm gauge I class brickballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No.5.01 )
6Concrete 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)
7Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 4:2:1 including supply of all materials, labour,side shuttering if required and T&P etc. required for proper completion of work. CSI No. 5.06
8Concreting 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)
9Add to CSI no. 5.18 for every extra 5mm or part thickness oftrench covers. (CSI No. 5.19)
10Precast cement concrete door sills, chaukhats boundary posts,shelves and similar small work with cement, approved coarse sand(F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast in the proportion 1:1.5:3, excluding reinforcement but including fixig the same in position including cost of all other material, labor and T&P . (CSI No. 5.22)
11RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in lintels of doors and windows, 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. 5.23)
12RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) 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)
13RCC 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)
14First 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 all materials, labour & T&P etc. required for proper completion of work. CSI No. 6.01
15First class brick (class-150) work in 1:6 cement and coarse sand (F.M. 1.8 to 2.5) mortar in super structure including necessary cutting and moulding of bricks as required and also including honeycomb brick work for wall of one brick thick (230mm) including supply of all materials, labour & T&P etc. required for proper completion of work.CSI No. 6.01+6.07+6.08
16First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in super structure including necessary cutting and moulding of bricks as required and also including honeycomb brick work for wall of 1½ brick thick (115mm) including supply of all materials, labour & T&P etc. required for proper completion of work.CSI No. 6.03+6.07+6.09
17Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (CSI No. 6.18)
18Same as in item 6.18 above butin super structure for 230 mm thick wall. (CSI No. 6.19)
19Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resin bonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings but excluding their supply including all materials,labour & T&P etc. required for proper completion of work.. (CSI No. 8.54)
20Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record racks , roof work ,window / boundary grill or railingand T/F Rail etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials, lobour and T&P required for proper completion of work . CSI No. 9.01
21TMT or Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured separately. CSI No. 9.03
22Supply and fixing galvanised mosquito proof jali (16x24 gauge) withM.S. flat of 20 x 3 mm. size, on both sides screwed or welded to windowor door frame. (CSI No. 9.18)
23Providing 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)
2412 mm thick plaster with cement mortar consisting of one part of cement & three part of coarse sand (1:3), 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. 11.06
2512 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
2612 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
27Add for extra labour to all items of plaster if done in ceiling. CSI No. 11.10
28Add for extra labour and materials for plaster over rough face ofone brick thick wall.(CSI No. 11.12)
292 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and two parts of approved coarse sand laid in panels finished with 3mm.floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour & T&P etc. required for proper completion of the work. CSI No.11.13
30S/mixing approved water proofing compound / hardner (CICO,DR FIXIT etc) in cement mortar in plaster or concrete work in the proportion as recommended by the manufacturer. CSI No. 11.15
313 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
324.0 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
33First class bricks on edge floor laid dry, joints filled with sand, including preparation of base to proper slope and its ramming including supply of all material labour & T&P etc. required for proper completion of the work. CSI No. 12.07
34Supply and Laying 8 mm thickglazed floor tiles of Somany, Johnson or equivalent make, , laid with1:3 cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supplyof all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 12.11)
35Providing and fixing glass strips of 3.15 mm thickness & 40 mm depth in joints of floor and skirting at the time of laying floors, flush with floor level including supply of all materials, labour& T&P etc. completion required for proper completion of work. CSI No. 12.14
36Supply and laying 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 No.12.23)
37Painting or varnishing new iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mix paint "Luxol" or equivalent brand 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
38Same as item No. 13.01 above but for every coat after first coat.CSI No. 13.02
39Same as item No. 13.01 above but for every coat on previously painted old wood or iron work as required, for proper completion of work.CSI No. 13.03
40One priming coat and one coat oil bound acrelic distemper on new work including supply of all materials,labour and T&P etc. required for proper completion of the work. CSI No. 13.08
41Same as item No. 13.08 but for every coat after the first coat. CSI No. 13.09
42As in item 13.08 but for every coat on previously old oil bound distempered surface.CSI No. 13.10
43Applying 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
44Applying BIRLA PUTTY or equivalent putty on previousaly painted surface for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material , labour and T&P required for proper completion of work. CSI No.13.21
45Painting 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)
46Same as in item no 13.22 above but for every coat of additional APEX or equivalent brand weather coat paint . (CSI No. 13.23)
47Same as in item 13.22 but for each coat ofAPEX or equivalent brand weather coat paint .on previously treated surface. (CSI No. 13.24)
48Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres. CSI No. 15.01
49Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-Incharge within a distance of 60 metres. CSI No. 15.03
50Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer In-charge within a distance of 60 metres..CSI No. 15.05
51Dismantling doors or window leaves including stacking ofmaterials as directed by the Engineer I/C within a dist. 60 M. (CSI No. 15.09)
52Dismantaling doors and windowschowkhatsincluding stacking of materials as directed by Engg-in-Charge within a distance of 60 meters. (CSI No. 15.10)
53Dismantling existing plaster including disposal of refuse as directed by the Engineer-I/C within a distance of 60 M. CSI No. 15.11
54Scrapping old white or colour wash or distemper including disposal of refuse as directed by the Engineer-I/C within a distance of 60 M. CSI No. 15.12
55Dismantling ofdry B.O.E. Floor and proper stacking of dismantled bricks as per direction of E/C. up to 60 m lead. (CSI No. 15.16)
56Dismantling and re-laying of dry B.O.E. floor including cost of all labour and T&P required forproper completion of work.(labour rates only) (CSI No. 15.18)
57Renewing panes of 4.8 to 5.7 mm glass including supply of glass with putty and brads including supply of all materials, labour and t&P etc. required for proper completion of the work.(a) glass of 5 mm thick. (CSI No. 20.04(a)
58(i)Same as above itembut 4 mm thick panes. CSI No. 20.04(b)
59Providing and fixing 15 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.01a)
60Providing and fixing 20 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.01b)
61Providing and fixing 15 mm dia Jindal, JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete.(CSI No. 26.02a)
62Supply and fixing of Syntex or equivalent make water storage tank including all materials, labours, T&P etc required for proper completion of work. (CSI No. 26.12)
63Providing and fixing 20 mm dia Jindal, JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.02b)
64Providing and fixing CP BRASS BIB COCK15 mm dia. HEAVY QUALITY ( 400gm) ( L & K and equi.) fittings, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.16a)
65Providing and fixing CP BRASS BIB COCK15 mm dia. HEAVY QUALITY ( 200gm) ( L & K and equi.) fittings, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.16b)
66Providing and fixing CP BRASS ANGLE VALVE 15 mm dia. HEAVY QUALITY ( L & K and equi.) fittings, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.16i)
67Providing and fixing CP BRASS STOP COCK 15 mm dia. HEAVY QUALITY(400Gms.) ( L & K and equi.) fittings, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.16c)
68Providing and fixing full way 15mm dia G.M. gate valvewith wheel, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work.(CSI No. 26.04a)
69Providing and fixing full way 20mm dia G.M. gate valvewith wheel, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.04b)
70Providing and fixing PVC BALL FLOAT VALVE 15 mm dia. WITH BRASS & UNION COMPLETE, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.06a)
71Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm forwith special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (CSI No. 26.17)
72Providing and fixing of 110 mm dia PVC pipe 4 Kg/ Sq.cm forwith special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (CSI No. 26.18)
73Providing and fixing first quality white glazed "Orissa" pattern W.C.Pan Hindustan, Cera make. size 580 mm.(Hindustan,Cera Make) with out "P" trapincluding supply of all materials,labour and T&P etc.complete. (CSI No. 27.01)
74Providing and fixing 550X400 mm wash hand basin of white glazed earthern ware first quality I.S.I. marked (Hindustan,Neycer / Cera make) including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 27.08)
75Providing and fixing 10 litres low level PVC flushing cistern, COMPLETE WITH ALL FITTINGS including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 27.12)
76Providing and fixing in position 32 mm. dia P.V.C. flush pipe. for W.C. with unions, bends etc. including supply of all materials,labour and T&P etc.required for proper completion of the work. (CSI No. 27.13)
77Providing and fixing in position 32 mm. dia P.V.C.WASTE PIPE FOR WASH BASIN. including supply of all materials,labour and T&P etc.required for proper completion of the work.. (CSI No. 27.14)
78Providing and fixing 100 mm dia PVC "P" or "S" trap including cement concrete and all materials, labour cartage T&P etc.required for proper completion of the work.(For W.C.)(CSI No. 27.24)
79Providing and fixing CI GRATING 100 mm dia includingall materials, labour cartage T&P etc.required for proper completion of the work. (CSI No. 27.25)
80Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work (a) 75 mm dia. (CSI No. 27.29a)
81Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work (c) 110 mm dia. (CSI No. 27.29c)
82Removal of cinder from W.C. and bath and its disposal within 50 metres lead including cost of all labour and T&P etc. required for proper completion of the work. (CSI No. 27.22)
83Providing and laying water proofing treatment on roof/terrace with Dr. Fixit Roof seal coat (white) including preparation of surface with following operation : (a) Cleaning & scrapping of complete roof with hand grinder and opening of all visible cracks in the form of V-notch to be filled with Dr. Fixit crack-x paste and cracks with more than 5mm width to be filled with 10% URP & Cement paste (b) Making of gola at parapet & slab Joint (75mm x 75mm) in size with 1:3 mortar mix. (c) applying priming coat with Dr. Fixit Prim seal primer. @ 0.20 ltr/sqm. (d) laying layer of fiber glass cloth of approved manufacture when priming coat is stil green. (e) Applying two coat ofDr. Fixit Roof seal classic (white) @ 1.00 Ltr/sqm for all two coat, the time gap between two consecutive coats shall be 6 to 8 hours, the entire treatment shall be taken upto 30 cm on parapet wall, one coat Should be applied in one direction andanother coat in parpendicular direction to the below coat. The whole surface so treated shall be kept flooded atleast for four days after completion of above treatment process. All of the above operation shall be carried out as per manufacture"s Specificationand direction of engineer- in charge. NSI
84Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.(CSI No. 28.28)
85Cement concrete with 2cm gauge approved hard stone ballast,coarse sand (F.M. 1.8 to 2.5) 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)
86S/F welded wire mesh size 75x25mm and rectangularmade out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labourand T&P etc. required for proper completion of work . except cost of M.S angle and flat.(CSI No. 9.22)
876 mm. thick plaster with 1:3 cement & coarse sand includinglabour, materials & T&P etc. required for proper completion ofthe work. (CSI No. 11.17)
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