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| 1 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kind of soils |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 5 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 6 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 7 | Extra for providing and fixing 250 mm vide GI chicken mess with nails or scrues before plastering on exisiting vertical & horizontal joints of RCC & brick walls. |
| 8 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 10 | 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 andwatering, lead up to 50 m and lift upto 1.5 m. |
| 11 | 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 : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Providing and laying in position ready mixed or site batcheddesign mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from naturalsources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durabilityand workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; forthe following grades of concrete. Note: Extra cement up to 10% of the minimum specified cementcontent in design mix shall be payable separately. In case thecement content in design mix is more than 1.10 times of thespecified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extracement. All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 17 | Providing and laying in position ready mixed or site batcheddesign mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from naturalsources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durabilityand workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; forthe following grades of concrete. Note: Extra cement up to 10% of the minimum specified cementcontent in design mix shall be payable separately. In case thecement content in design mix is more than 1.10 times of thespecified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extracement.All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 18 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter3.0 mm, mechanically edged/selvedged with partitions at every 1minterval and shall have minimum 10 numbers of openings per meterof mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing,all complete as per direction of Engineer-in-charge. |
| 19 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia. R.C.C. pipe |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | 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 |
| 23 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 24 | Neat cement punning |
| 25 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 26 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing |
| 27 | 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. |
| 28 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\"curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single Pole |
| 29 | Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 30 | Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 160 mm dia (OD-160 mm & ID-135 mm nominal) |
| 31 | Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including xcavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 32 | Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including xcavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.160 mm dia (OD-160 mm & ID-135 mm nominal) |
| 33 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 16 Sqm |
| 34 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3.5 x 50 sq.mm |
| 35 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3.5 x 70 sq.mm |
| 36 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3.5 x 95 sq.mm |
| 37 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe etc.with charcoal/ coke and salt as required. |
| 38 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 39 | Supplying and laying of following size XPLE insulated, armoured, power cable of 1.1 KV grade, duly ISI marked, with Aluminium conductor, confirming to IS: 7098 (Part-I) in existing RCC / HUME / GI / DWC HDPE pipe, as required. 4 Core 16 Sq.mm |
| 40 | Supplying and laying of following size XPLE insulated, armoured, power cable of 1.1 KV grade, duly ISI marked, with Aluminium conductor, confirming to IS: 7098 (Part-I) in existing RCC / HUME / GI / DWC HDPE pipe, as required. 3.5 Core 50 Sqmm |
| 41 | Supplying and laying of following size XPLE insulated, armoured, power cable of 1.1 KV grade, duly ISI marked, with Aluminium conductor, confirming to IS: 7098 (Part-I) in existing RCC / HUME / GI / DWC HDPE pipe, as required. 3.5 Core 95 Sqmm |
| 42 | Supplying and laying of following size XPLE insulated, armoured, power cable of 1.1 KV grade, duly ISI marked, with Aluminium conductor, confirming to IS: 7098 (Part-I) in existing RCC / HUME / GI / DWC HDPE pipe, as required. 3.5 Core 70 Sqmm |
| 43 | Providing & fixing on retaining wall 110mm dia un plasticisedrigidPVCrainwaterpipeforweepholes confirming to IS 13592 Type-A including fixing at site of works complete in all respect. 110 mm nominal inner dia Pipes |
| 44 | PVCInsulatedFRLSCopperConductorflexiblemulticore wire from light fixture to terminal point 3 Core 2.5 sq.mm (For 8 Mtr. Poles) and complete in all respect as per direction of En. In-Charge. |
| 45 | Repair & Rectification or replacement of existing LED street light fixture If required & fixing & charging complete in all respect as per direction of En. In-Charge. |
| 46 | Installation & fabrication of Automatic street light Control Panel 100A Outdoor type. Composition of Each fidder Panel QTY: 01: Details as Follows at SCHEDULE OF QUANTITY (Annexure-I) in NIT |
