Dakshinanchal Vidyut Vitran Nigam Limited-DVVNL has published Tender For Remaining Rcc Boundary Wall And Retaining Wall And Other Related Civil Work At Electricity Store Chitrakoot. Submission Date for this Tender is 18-04-2024. Civil Work Tenders in chitrakoot 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 | 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) |
| 3 | 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) |
| 4 | Cement 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) |
| 5 | Precast 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) |
| 6 | RCC 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) |
| 7 | RCC 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 1:1.5:3inslab, 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) |
| 8 | RCC 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) |
| 9 | RCC 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 1:1.5:3 but in RCC pile caping, gantry walls/columnfoundations and RCC pedestalsl in the proportion 1:1.5:3., 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. 5.28) |
| 10 | RCC 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 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) |
| 11 | First class brick 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) |
| 12 | First class brick work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in super structure but for walls of one brick thickness.Add for extra labour to the rates. (CSI No. 6.08)[CSI NO 6.01+6.07+6.08] |
| 13 | Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sandmortar 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) |
| 14 | Same as in item 6.18 above butin super structure for 230 mm thick wall. (CSI No. 6.19) |
| 15 | Removal of cement mortar from dismantled bricks and stacking in countable position at place as directed by the Engineer in charge, including cost of all labour and T&P required for proper completion of work. (CSI No. 6.22) |
| 16 | 2 cm. thick damp proof course with 1:2 cement and approved coarsesand (F.M.1.8 to 2.5) mortar with liquid water proofing material as ordered by the Engineer-In-charge in the proportion as specified by the manufacturer, including supply of all materials, labour and T&P etc. (CSI No. 7.01) |
| 17 | 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) |
| 18 | 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) |
| 19 | Providing and Fixing barbed iron wire fencing including stretching, fixing into the post including all labour, materials and T&P required for proper completion of work. the weight of hot dipped GI barbed wire having 12 SWG - 2 ply wires and 4 point ordinary barbs @ 150 mm (approx) C/C should be 100 gm per Meter. (CSI No. 9.07) |
| 20 | S/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) |
| 21 | 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) |
| 22 | 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) |
| 23 | P/F Concertina coilfencing with required dia. 600 mm upto 3 M height of wall between existing angle iron ‘Y’ shaped placed 2.4 M or 3.0 M apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete ( No. of rounds will be 7 to 8 in one Meter length) as per direction of Engineer I/C with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick ) wire of high tensile strength of 165 kg/Sqmm with tape ( 0.52 mm thick ) of supreme make or equivalent and weight 43.478 gm/meter ( cost of MS angle, C.C. blocks shall be paid separately).(CSI No. 9.37) |
| 24 | 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) |
| 25 | 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) |
| 26 | Add for extra labour and materials for plaster over rough face ofone brick thick wall. (CSI No. 11.12) |
| 27 | 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of onepart of cement and two parts of approved coarse sand laid inpanels finished with 3mm.floating coat of neat cement or cementand 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) |
| 28 | S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cementmortar in plaster or concrete work in the proportion as recommended by the manufacturer. (CSI No. 11.15) |
| 29 | Providing (12x15) mm section groove in plasterincluding all material, labour andT&P etc. required for proper completion of the work. (CSI No. 11.16) |
| 30 | 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) |
| 31 | As in item 13.01 above but for every coat after first coat. (CSI No. 13.02) |
| 32 | As in item 13.01 above but for every coat on previously paintedold wood or iron work including its sand papering,rubbing andcleaning as required, for proper completion of work. (CSI No. 13.03) |
| 33 | One priming coat and one coat oil bound distemper on new work includingsupply of all materials,labour and T&P etc. required for propercompletion of the work. (CSI No. 13.08) |
| 34 | As in item 13.08 but for every coat after the first coat. (CSI No. 13.09) |
| 35 | As in item 13.08 but for every coat on previously old oil bound distemper surface.(CSI No. 13.10) |
| 36 | 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) |
| 37 | Applying BIRLA PUTTY or equivalent putty on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand 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) |
| 38 | 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) |
| 39 | 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) |
| 40 | Same as above in item no. 13.25 but one coat of Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint on previously painted surface. (CSI No. 13.27) |
| 41 | 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) |
| 42 | Dismantling cement concrete or brick or granolithic floorsincluding base concrete and including stacking of dismantledmaterials as directed by the Engineer In-charge within a distanceof 60 metres. (CSI No. 15.05) |
| 43 | Dismantling existing plaster including disposal of refuse asdirected by the Engineer-I/C within a distance of 60 M. (CSI No. 15.11) |
| 44 | Supply and installation of 5H.P. Kirloskar or equivalent make single stage, horizontal, self priming,three phase dewatering pumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery 80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M).(CSI No. 19.29) |
| 45 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser.(CSI No. 19.31) d) for 5 H.P pump set three phase |
| 46 | 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 . |
| 47 | 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)(c) For 400 mm dia pile. |
| 48 | 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. |
| 49 | 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(c) 400 mm Dia piles. |
| 50 | Supply and fabrication of M.S. (tor) reinforcement cages for piles including cutting, bending, welding as per design and placing of the cage in the pile bore including cost of all material, labour,and T&P etc. as may be required for proper completion of the work including all incidental wastage. (CSI No. 21.06) |
| 51 | R.C.C. work with cement, approved coarse sand 2cm gauge approved stone ballast in1:1.5:3 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) |
| 52 | 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. |
| 53 | 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)(c) For 400 mm dia pile. |
| 54 | Providing 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) |
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