WBMAD/NDITA/126/2025-26/SL.01

Taking out carefully Paver blocks from old footpath and stacking properly at suitable nearer site etc. all complete.

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) b) By fine sand

Supplying and laying in the specified pattern of interlocking concrete block pavements(ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658 : 2006) manufactured from BIS license manufacturer, with spacer nib (small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 1568) and specified size and shape with aspect ratio the ratio of length t othickness of a paver block, as per cl.no.3.3 of IS: 15658) as per table 2 of IS: 1568 with flexural strength/breaking load as per annexure g of IS:1568, on the prepared base as certified CBR as per table 1 of IRC SP 63 2018 or else as of 25-35 mm thick (grading of the building sand as per clause 6.5.1 of IRC SP-63) paver block with joint filling sand and completing the edges with cut blocks as per CL.No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 60 mm thick i) Colour Decerotive

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Taking out stone slabs of flat V-shaped drain of road side and resetting the same to correct line and level with cement mortar (1 : 4) including cement pointing (1 :2) (a) Vertical kerb stone.

Taking out stone slabs of flat V-shaped drain of road side and resetting the same to correct line and level with cement mortar (1 : 4) including cement pointing (1 :2) Flat Stone Channel

Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at

Supplying and laying ornamental cement Concrete Kerb 150 mm wide & 560 mm deep tappered in one side as per drawing mm as per drawing of m 25 Grade ready mix concrete on 150 mm thick foundation of ordinary M 15 grade concrete having 50 mm projection beyond the channel (One side) complete as per Direction of EIC.

Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge)

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (a) One Coat

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion

Supplying of Swaged Steel Tubular pole (decorative) (IS 2713, Pt. II 1980) for following designation and of following dimensions (b) 4 SWG ;5.0 mtrs; 45 Kg

Erection of Minipole of height 3.25 mtr to 5.0 mtr. in C.CFoundation 0.46 m * 0.46 m * 0.9 mtr depth of 1:3:6 cementconcrete with hard jhama metal / stone chips including muffingof 0.3 m * 0.3 m * 0.3 m painting the pole with 2 coats of Aluminium paint over a coat red oxide.

Dismentling steel tubular/Rail/Strut embeded in C.C. foundation including excavation, filling of holes, restoring surface, loading at site and delevering, unloading , sorting, stacking properly at any place as per direction upto a lead of 1.6 K.M.

SUPPLYING OF FOLLOWING XLPE INSULATED ALUMINUM CONDUCTOR ARMORED CABLES OF 1.1KV GRADE AS PER IS 7098 (PART 1) 1988 For Trident Decorative Lighting (ii) 10 sqm 4 core

Laying of one No. cable upto 35 Sqmm. In underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, levelling up and restoring surface duly rammed.

Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring or dust & moisture-proof entry of XLPE/PVC armoured cables. Size: 10 sqmm, 4 core.

Finishing the end of following XLPE/PVC armoured cables by crimping method including supplying and fixing solderless socket (Dowels make), taps, anticorrosive paste & jointing materilas. i) 4 core, 10 Sqmm.

Earthing with 50mm dia GI Pipe 3.64mm thick x 3.04 Mts. Long and 1 x 4 SWG GI (Hot Dip) wire (4Mts. Long) 13mm dia x 80mm long GI bolts, double nuts, double washers including S & F 15mm dia GI pipe protection (1 Mts. Long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the gound level by ISI-Medium GI Pipe.

Excavation of soil for installation of Earth Electrode and filling & ramming for soft soil.

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as perdirection of Engineer in charge

Add GST@18% on Sl. No. 1 to 22

Add labour cess @1% on Sl. No. 1 to 23