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| 1 | Earthwork in excavation or re-excavation of drainage channels/ rivers in all kinds of soil including silt, sand, slushetc.mixed withall sorts of Industrial wastes, sewages,municipal garbage, carcasses, tannery effluents, jungles, bushes, semi-solid / solid campact mass, water hyacinth, cowdung deposits, decomposed vegetations, polythenes, brick bats, gravels, stoneballast, crates, remnant of bullah and bamboo pins etc.by means of suitable excavator mounted on pontoon (min.depth of water 0.75 metre)specially made to suit the site conditionin tidal or non-tidal channel /river and carrying of the excavated materials to suitable locations of the channel / river bank from the point of excavation by diesel machine operated boats or similar arrangements in amanner suited for the purpose and placing the excavated materials from the boat etc.on the top of the bank in case of disposal at suitable places arranged by the agency at his own cost, on the bank at available locations having distances from the point of re-excavationas shown below, by means of excavators or any other machines or manually as may be required, including all lifts. Measurement : By Pre-work and Post-work level sections. Pre-work level for the existing bed of the channel / river is to be taken by displacing water hyacinth and all other floating materials including compact masses,carcasses etc.and for which no extra payment will be made. Post-work level sectionwill be taken only whena stretch of at leas t300 metre is completed and the said post-work will be taken with in 7 days after completion of excavation in that reach. |
| 2 | For distance 0 to 50 metre from the point of re-excavation to the placing point on the bank. |
| 3 | For distance beyond 50 metre but within 100 metre from the point of re- excavation to the placing point on the bank. |
| 4 | For distance beyond 100 metre but within 200 metre from the point of re- excavation to the placing point on the bank. |
| 5 | For distance beyond 200 metre but within 300 metre from the point of re- excavation to the placing point on the bank. |
| 6 | Disposal / carriage of excavated earth /materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truckor anyother conveyance beyond 300m from the excavated point including cost of stacking, loading, unloading, transporting, arrangement of land, if required by agency, spreadingand levelling as necessary etc. complete. Measurement :By stacks at loading point after deducting voids as per rule. (This item can only be used after obtaining permission from the concerned Superintending Engineer). |
| 7 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.15 cm av. Diameter |
| 8 | Labour for driving Jhaw / Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.15 cm av. diameterNote:1) Payment to be made on the length driven into the ground. Diameterto be measured at 1.5m. from the thicker end.2) For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats, the rate will be enhanced by ₹ 4.00 per meter.3) For driving done by pile engine set (without staging) under specific instruction of Engineer-incharge, the rates will be enhanced by ` 4.00 per meter. |
| 9 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc.complete with cost of all materials and carriage to site.Width of thinner end above 10 cm. and less than 15 cm Jhaw/Eucalyptus |
| 10 | Coal tarring with 5% pitch including cost of material and labourcomplete as per direction of the Engineer-in-chargeOne Coat |
| 11 | Supplying at site High Density Polyethylene(HDPE)bag of size 0.84m x0.38m conforming to BIS: 14252 : 2015 for bank protective works including all cost of cost of transportation on road by al lmeans,including other incidental charges complete. Note:Paymentwillbemadesubject to the result of 3rd PartyTesting, tobe done by the Engineer-in-charge departmentally. Paragraphs 2.8including the sub-paragraphs, i.e.2.8.1 and 2.8.2 under theChapter of “SpecificationforWorks” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” incase of use of this item in the estimate.” |
| 12 | Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the openend of the bag with thread as per design and placing same on slope or dumping from bank within initial leadof 30m and all lifts including carriage and hire charges of all material sand equipments but excluding the cost of filler materials as directedby Engineer-in-Charge(Volume of earth/sand filled bag should no be lessthan 0.0328 cum). |
| 13 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts both ways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of i) Beyond 4.00 km and upto 5.00 km. NB :- Measurement to be taken on the basis of stack measurement / pre- post work section measurement after deduction of void as per norms. No extra payment will be made for stacking. |
| 14 | Supplying Nylon cage netting 1metrex1metrex1metre size with knot having mesh size 17.5cmx17.5cm constructed with nylon thread (210 x24)having tensile strength not less than250Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete. |
| 15 | Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @20 cmc /cat top & bottom and bolts & nut sat top & bottom at every joint of drum sheet with a laping of 15cm, including supply of drum sheet, fixture all complete as per direction of the Engineer - in - charge. |
| 16 | M.S.structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968&IS:1161-1998)connected to one another with bracket, gusset, cleat as per design,drawing & direction of Engineer in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS:816-1969&IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rateincludes thecost of all M.S.Hollow section, all consumables such aselectrodes, gas and hire charges of all toolsand plants and labourreqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be madeby adding the actual weight of such items with weight offinished structural members. The rates are considered for a hight oferection 8 m. /2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. For other Structural works like galleries etc. |
| 17 | Primingone coat on steel or other metal surface with synthetic oil bound primer of approved quality including smooth ening surfacesby sand papering etc. |
| 18 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : on steel or other metal surface : With super gloss (hi-gloss) Two coats (with any shade except white) |
| 19 | Ordinary Cement concrete (mix1:1.5:3) with graded stone chips (20mm nominal size)excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.Pakur Variety |
| 20 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 21 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. In 1:4 proportion. |
| 22 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor).{Excluding cost of chipping over concrete surface} With 1:4 cement mortar 15 mm thick plaster. |
| 23 | Applying Exterior grade Acrylic primer of approved quality and brand on plaster edorcencrete surface old or new surface to received ecorative textured (matt finish) or smooth finish acrylic exteri or emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. In Ground Floor: One Coat [This item to be done under specific instruction of the Superintending Engineer] |
| 24 | 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) Normal Acrylic Emulsion |
