Panchayat Raj Engineering Department Tender

Building works;Supply , manufacture, making to specified design and Labour charges for fabricating steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows including cost of welding rods, power charges and cost of fixing in position

Building works;Supplying and fixing of Unplasticised Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter ? (2-glass shutters and 1- mesh shutter) duly manufactured using UPVC reinforced profiles composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin)of (94 mm x 45 mm)/(80 mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work. [TBSC-M.II-11]

Building works;Providing and fixing factory-made solid Wood Polymer Composite (WPC) single extruded Door Frame section of 100*65 MM with encapsulation of 6 MM rigid layer on all external surfaces. The door frame will have a rebate of 32MM/ 37 MM. The two Vertical members are to be joined together with the horizontal member using 8x75 MM long MS Star full thread screws to be used with reverse forward speed control hand drilling machine. The ready/assembled door frame is fixed to wall using Z Hand fast 300 MM long hold including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for WPC shutters

Building works;Providing and fixing factory-made solid Wood Polymer Composite (WPC) single extruded Door Frame section of 100*65 MM with encapsulation of 6 MM rigid layer on all external surfaces. The door frame will have a rebate of 32MM/ 37 MM. The two Vertical members are to be joined together with the horizontal member using 8x75 MM long MS Star full thread screws to be used with reverse forward speed control hand drilling machine. The ready/assembled door frame is fixed to wall using Z Hand fast 300 MM long hold including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for WPC Frames

Building works;Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal walls

Building works;Painting to new walls with 2 coats of acrylic Emulsion paint weather proof water-based, modified acrylic with silicon additives exterior grade having VOC (Volatile Organic Compound) content less than 30 grams/ Lit (as per British Paints (I) Ltd. -TBSC-G.III-03 or Equivalent Plastered Surface over primer coat of exterior grade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges but excluding GST etc, complete for finished item of work as per SS 912 for external walls. Total 3 coats

Building works;Providing and applying synthetic plaster putty or equivalent putty such as birla wall care putty or texture paint or equivalent such as NCL/ Saicoat texture paint of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for external walls

Building works;Providing and applying synthetic plaster putty or equivalent putty such as birla wall care putty or texture paint or equivalent such as NCL/ Saicoat texture paint of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for internal walls

Building works;Flooring with high polished granite 16 to 18 mm thick slabs other than black set over base coat of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tilesetc., complete, including labour charges for dressing of tiles etc., complete for finished item of work.

Building works;Providing dadooing to walls with glazed red or white full body ceramic wall tiles of size 300 x 600 mm and thickness between 6-8 mm 1st quality conforming to IS:15622 - 2017, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs and of size approved by Engineer-in-Charge, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including over heads & contractor profit, cost of all materials like tiles, cement, sand and water etc., complete including complete for finished item of work, but excluding VAT and seignorage charges.

Building works;Flooring with Ceramic Non-skid red or white full body Ceramic floor tiles of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to IS:15622 - 2017, IS:13630 (Parts 1 to 15) of any colour laid over floor bed /VRCC slab set over 12.0 mm th.in CM (1:8 ) prop. base coat and neat grey cement slurry of honey like consistence spread at the rate of 3.3 kg of cement per Sqm and jointed with neat white cement paste mixed with pigment of matching shade including cost and conveyance of all materials to site, including cost of mixing of mortar and watering, leveling to proper slope and curing including over heads & contractor profit, all labour charges etc., and excluding VAT and seignorage charges for finished item of work but excluding cost of CC bed and dadoing to walls

Building works;Plastering 20mm thick in two coats using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904).

Building works;Plastering 12mm thick double coat in CM (1:5) 8 mm thick base coat and CM (1:3) of 4mm thick top coat with dubara sponge finish including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, all operational, incidental such as scaffolding charges, lift charges, including cutting of Grooves,finishing, curing, etc., complete for for finished item of work . (APSS 1001,1003 & 1004) (CSSR)

Building works;Plastering 12mm thick in CM (1:4) Prop including Cost and Conveyance of all materials like cement, sand, water etc., to site, including other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, finishing, scaffolding, lift charges, including cutting of Grooves wherever necessary as directed by Engineer-in-charge, curing, etc., complete for finished item of work.(APSS 901& 903 ) for ceiling

Building works;Reinforced Brick Masonary for partition walls (115 mm thick) in CM (1:4) prop.(Cement:Sand) using Bricks second class or ground moulded (Non-Modular or traditional size) of size 23 x 11 x 7 cm from approved source having minimum crushing strength of not less than 3.5 N/sq.mm. and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls wherever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, excluding cost of seigniorage charges on all materials, but including cost of scaffolding charges and all labour charges like mixing cement mortar, lift charges, curing, overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 509)

Building works;Brick Masonry in superstructure with CM (1:6) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand(50% of Natural sand +50% of Manufactured sand(Rock Sand), bricks, water etc., to site, excluding seignorage charges, including, Sales & other taxes on all materials, all operational, incidental and labor charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504)

Building works;Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, all operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).

Building works;Providing high yield strength deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1985 manufactured by Primary producers like AF Star TMT/MS Life TMT, Radha TMT, SUGNA TMT as approved by Ministry of steel guidelines) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and Countryes & other taxes,on cost of all materials and cost of overheads & contractors profit etc., complete for finished item of work ( APSS No.126) for finished item of work (APSS No.126) in all floors.

Building works;Plain Cement concrete (1:3:6) using 20 mm metal proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size HBG (SS5) metal from from approved quarry including cost and conveyance of all materials like cement, sand(50% of Natural sand +50% of Manufactured sand(Rock Sand), coarse aggregate, water etc. to site, excluding seignorage charges, including, Sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)

Building works;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, Sand of Concrete coarse aggregate(50% of Natural sand +50% of Manufactured sand(Rock Sand), water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) Stairacse Waist Slab of 175 mm thick

Building works;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, Sand of Concrete coarse aggregate(50% of Natural sand +50% of Manufactured sand(Rock Sand), water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) Midlanding Slab 150mm thick

Building works;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, Sand of Concrete coarse aggregate(50% of Natural sand +50% of Manufactured sand(Rock Sand), water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) For Roof slab 125mm thick

Building works;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, Sand of Concrete coarse aggregate(50% of Natural sand +50% of Manufactured sand(Rock Sand), water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) For Roof Beams

Building works;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, Sand of Concrete coarse aggregate(50% of Natural sand +50% of Manufactured sand(Rock Sand), water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) For Lintels

Building works;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, Sand of Concrete coarse aggregate(50% of Natural sand +50% of Manufactured sand(Rock Sand), water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) For Columns

Building works;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, Sand of Concrete coarse aggregate(50% of Natural sand +50% of Manufactured sand(Rock Sand), water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) For Plinth beam

Building works;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, Sand of Concrete coarse aggregate(50% of Natural sand +50% of Manufactured sand(Rock Sand), water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) Pile ConcretingFootings-Pile Caps

Building works;Filling with carted gravel in trenches,sides of foundations and basement with initial lead in layers not exceeding 15cm thick,watering and ramming including cost and conveyance of water to work site and all peraitonal,incidental, labour charges,hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work(APSS NO.309&310).

Building works;Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand(50% of Natural sand +50% of Manufactured sand(Rock Sand), coarse aggregate, water etc. to site, including Countryes & other taxes on all materials, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Building works;Plain Cement concrete (1:4:8) using 40 mm metal with Concrete mixture. using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand(50% of Natural sand +50% of Manufactured sand(Rock Sand), coarse aggregate, water etc. to site, including Countryes & other taxes on all materials, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Building works;Earth work excavation for foundations (Manual Means) of buildings in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B (APSS 308)

Building works;Drilling or Chiseling of Pile hole up to desired depth (i.e., Hard soil) where in the site is with loose soil, open wells filled with quarry rubbish or Black Cotton soil with Hydraulic impact pile driving hammer with large two stroke diesel engine having capacity of 2.40 to 12.00 Tonnes from 0.6 to 1.00 m dia hole with piling rig by fixing the tripod at pile point using hydra of 10 to 14 Tonnes capacity, Pile driving is started by raising the weight usually a cable from the crane holding the pile driver, the weight is dropped using a quick release, The weight of the hammer compresses or removes the soil in piling ring and remove the soil on piling rig by manual means including all chemicals, necessary equipments, consumables charges diesel etc complete, excluding concreting using casing and fabrication of steel cage.