Public Health And Municipal Engineering Department Tender

SKP 10Cr;BLD-CSTN-6-8 : Plastering with 20mm thick in single coat in CM (1:3) using sulphate resisting cement finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). Internal Plastering.

SKP 10Cr;BLD-CSTN-8-8 (83): Plastering with 20mm thick in single coat in CM (1:3) using OPC cement finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). External Plastering.

SKP 10Cr;BLD-CSTN-5-17-(55): Brick Masonry work in CM (1:5) prop with Flyash Cement solid blocks of IS:12894-1990 - CLASS - 7.5 size 225 x 100 x 60mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, scaffolding and curing etc., complete with a compresive strength not less than 75 kg/sqm for Manhole Walls.

SKP 10Cr;RBR-FNDN-1: Earth work excavation in Ordinary Soil by Manual Means Upto 3 m depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.

SKP 10Cr;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat using sulphate resisting cement in CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC Cement in CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-35) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete.

SKP 10Cr;Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 20 mm thick in single coat using sulphate resisting cement in CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC Cement in CM (1:3) prop; the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-35) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete.

SKP 10Cr;PHE-LJSW-13: Lowering and laying in ready made trench true to alignment and gradient, jointing and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but excluding cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72).

SKP 10Cr;Manufacture, Supply of 300 mm dia SWG SP-1 pipes of ISI make conforming to ISI 651 including loading, unloading and transportation charges etc complete.

SKP 10Cr;Supply and laying of high performance expansion joint filler board confirming to IS:1838- 25 mm thick including cost and conveyance of all materials such as filler materials, labour charges etc complete.

SKP 10Cr;Carting of surplus excavated soil within a lead of 5Km from the site to a distance suitable including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete.

SKP 10Cr;Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)

SKP 10Cr;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

SKP 10Cr;Supplying and fixing of 100mm dia PVC pipes for weep holes including material, labour charges like cutting size, fixing in side wall etc as directed by Engineer- in- charge at 3 mts c/c.

SKP 10Cr;Providing and fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications 2605 MORTH including cost of material and labour charges for fixing etc complete for finished item of work.

SKP 10Cr;RBR-EECD-15: Construction of earthen shoulders with approved material obtained from roadway cutting with all leads and lifts including pre-watering of soil, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (5th revision).

SKP 10Cr;RBR-FNDN-7 : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars (Fe 500/500D/550D grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work ( APSS No.126).

SKP 10Cr;RBR-CCPV-5: Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement @ 400 kg per cum or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

SKP 10Cr;RBR-FNDN-4. Supply and placing M25 grade Design Mix concrete for drains using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost and conveyance of materials, labour charges for placing the concrete, centering and shuttering charges etc, complete for finished item of work as directed by the Engineer in Charge for Top slab

SKP 10Cr;RBR-FNDN-4. Supply and placing M25 grade Design Mix concrete for drains using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost and conveyance of materials, labour charges for placing the concrete, including centering and shuttering charges etc, complete for finished item of work as directed by the Engineer in Charge for side wall

SKP 10Cr;RBR-FNDN-4. Supply and placing M25 grade Design Mix concrete for drains using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost and conveyance of materials, labour charges for placing the concrete, centering and shuttering charges etc, complete for finished item of work as directed by the Engineer in Charge for bottom slab.

SKP 10Cr;RBR-FNDN-4 I(i) : Providing P.C.C grade M 10 concrete using 40 mm nominal size hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

SKP 10Cr;RBR-FNDN-22: Collection, Supply and filling with HBG Stone Chips 2.36 mm and below with intial lead in layers not excluding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidential, labour charges, hire charges of T & P etc. Complete for finished item of work. (APSS No. 309 & 310).

SKP 10Cr;RBR-FNDN-1: B i: Earthwork excavation in ordinary soil by mechanical means up to 3 mts depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.

SKP 10Cr;RBR-EECD-5 i: Excavation for roadway in soil by manual means with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD including labour charges etc complete for finished item of work.

SKP 10Cr;RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MORTH specification No.301 and as directed by the Engineer-in-Charge.