|
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and amming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.50 mt. |
| 3 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 8 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). All works upto plinth level |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12mm thick |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 11 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 12 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube. |
| 13 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 15 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 17 | 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) |
| 18 | Neat cement punning |
| 19 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 20 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 21 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern |
| 22 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 23 | S/o JCB as per site with diesel and driver |
| 24 | S/o Tractor Trolly as per site |
| 25 | S/o Labour |
| 26 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm |
| 27 | Collection & Consolidation of Stone ballast of size 22.4 to 53 mm including laying in cuts, pot holes & dry rolling by road rollar including all taxes cost of stacking etc. complete for proper completion of work |
| 28 | Cleaning eixting painted surface and laying premix in patch repair with 10.20mm size graded hard stone grit mixed with bitumen 80/100/[email protected] kg/cum over a tack cot of bitemen 80/[email protected]/sqm i/c heating the git and max-phalt ot the required temperature and mixing either pri mixer of in hand drum & rolling with road roller of 8-10 tonne required all labour |
| 29 | Applying a tack coat of rubberised hot bitumen of 80/100 (VG-10) penetration @1.0Kg/Sqm on road surface including mixing of 10% rubber by weight of bitumen sieved thourgh 6mm ssieve, Cleaning the road surface fuel for heating the bitumen and all labour T & P etc complete required for proper completion of work as per direction of Engineer in Charge |
| 30 | Sealing of Craks on Bituminious Surface by spreading 6mm size heated stone grit @ 0.10cum/10sqm over dubberised tack coat having temperature 160oC to 170o C including supply of grit, maintenance of partries and watering during the operation, road roller, fuel for heating grit, all labour, T & P etc complete, required for proper completion of work as per the direction of engineer in charge |
| 31 | S/o Ready Mix Concrete with 4.5% bitumen content of packing 25kg ready mix to use for pot holes |
| 32 | Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Dark shade pigment using ordinary cement. |
| 33 | Providing wall putty on new surface with approved qualilty material of burger/JK /Birla or similar make 2 coats |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 35 | Earth work in embankment in ordinary soil embankment to be in 20 cm layers breaking clods. watering ,rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third or top most layer with power or roller 8 tonne capacity and including 1.50 mtr. lift and all lead including cartage of earth by mechnical transportation and all T&P , labour etc. required for proper completion of work. (earth shall be arranged by the contractor at his own cost from out side of Noida ) |
| 36 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 37 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:5:10 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 38 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702 prepared by using mastic cooker and laid to required level and slope including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximates spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. ( Considering bitumen using 10.2% as per MORTH specification .) 40 mm thick |
| 39 | Providing and Fixing precast M-25 grade cement concrete ralling (factory made) using the latest vibro compaction technique accurately and providing appropriate reinforcement with circular spacers etc complete as per direction of Engineer incharge (Cement concrete for fixing of railing to be paid separately) |
| 40 | Delieator supply & Fixing M.S. Delieator made of Mild Steel with Pure polyster powder coating with minimum thick of powder coating of not less than 40 micron for protection against corrsion the surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concelaled with thermoplastic body. The posts shall have lan ellipsoidal or circular design with the height of the pole shall be 800 to 900mm above the ground with about 200 to 300mm base which can be anchored onto the ground. Mild steel guide poles shall conform to Type XI sheeting specifications as per IRC 67 and ASTM D4956 which would ensure to obtain clear visibility of the road allignment during night time. The Retro reflective sheeting shall be tested for A. Certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, Shrinkage, flexibility, linear removal, adhesion, Impact resistance specular gloss and lungus resistance, 3 years outdoor weathering and its having passed tjese tests sja;; ne pntaomed frp, Omtermatopma;/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from International condition. it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification(D4956-09)on artifical accelerated weathering requirement from a reputed laboratory in India can be accepted provisionally. In such a situation the employer/Client if so desire, could seek for a performance auarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012 7 proof of the same report shall be uploaded which auoting tender the rate shall include all materials, labour, T&P transportation, Instalation and incidentals all complete as per direction of the Engineer-in-charge. |
| 41 | Lettering with black Japan paint of approved brand and manufacture (DSR-16/13.71) |
| 42 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto1.5 m. All kinds of soil. |
| 43 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (DSR-16/16.68) |
| 44 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-chargeMandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 45 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer -in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture of required Colour to give an even shade: One or more coats on old work. Please Enable Macros to View BoQ information |
