Municipality Tender

Laying of CC road and UGD;Constructing 904.0 mm (3?0?)dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop;½? thick both insideand outside fitted with 20? dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification

Laying of CC road and UGD;Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH

Laying of CC road and UGD;Cutting of Open CC road surface incl. stacking of excavated material

Laying of CC road and UGD;BLD-CSTN-2-1(9): Earthwork Excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc. complete for finished item of work including seinorage excluding dewatering charges etc. as per SS-20B (APSS 308) Mechanical

Laying of CC road and UGD;Manufacture,Supply & Delivery of 300 MM DIA R.C.C. socket and spigot NP-3 pipes conforming to TO B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Including transportation,taxes and duties.

Laying of CC road and UGD;Carting of Excavated earth upto an initial lead of 5km including loading, unloading but excluding stacking charges etc. complete

Laying of CC road and UGD;RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means by using Hydraulic excavator 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 MOR&H specification No.301 and as directed by the Engineer-in-Charge.

Laying of CC road and UGD;Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

Laying of CC road and UGD;Filling with good Gravel soil, including supply and delivery of good gravel for filling, including cost of gravel and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers (RBR-FNDN-2)

Laying of CC road and UGD;Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)

Laying of CC road and UGD;Additional Depth of 0.1m for 0.9m dia Manhole

Laying of CC road and UGD;RBR-SBBS-11B: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Laying of CC road and UGD;BLD-CSTN-2-1(9): Earthwork Excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc. complete for finished item of work including seinorage excluding dewatering charges etc. as per SS-20B (APSS 308)

Laying of CC road and UGD;RBR-CCPV-5: Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, 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.5