Construction of embankment along right bank of Kopilli river Medhigaon to Bareguga. (PH-I) RETENDER

Amount

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification. By Manual Means

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification (A) Lead upto 100 m (i) Girth above 300 mm to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (A) Lead upto 100 m (ii) Girth above 600 mm to 900 mm

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Private Land

Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-II: Unsurfaced Gravel Road Haulage for 2.00km

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification

Earth work in bank trimming to the designed section/slope including removing the soils at safe distanceand complete as directed.

Excavation in soil using hydraulic excavator and trippers with disposal up to 1000 m. Excavation for road work in soil with hydraulic excavator of 0.9 cum. bucket capacity including cutting and loading in trippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and coss sections, and transporting to the embankment location with a lift up to 1.50m and lead up to 1000m as per technical specification

Collection of stacking river pea-gravel of size 6mm to 20mm in average free from dust,dirt and other foreign materials including necessary carriage and stacking in regular measurable stacks at quarry site, payment of forest royalty ,monopoly, etc. Complete as directed

Collection of broken stone metal of size 20 mm to 40mm in average from hard blasted rock free from dust, dirt and other foreign materials screening properly, stacking in suitable stacks at quarry site, payment of forest royalty monopoly, etc. Complete as directed(7.5% deduction will be made from stack measured quantitys on account of viods)

Labour charge for making filter bed of required thickness with stone metal of size 13mm to 38mm over the trimmed surface of river bank/embankment., slope, including site carriage of metal within a distance of 150m etc. complete as directed

Collection of blasted boulder of size 23cm. to 30cm in average and minimum weight 30 kg having (i) specificgravity not less than 2.65 and Materials properties of conforming to IS2386 III & IV1963 and Free from dust,dirt and other forgen materals including local carriage and stacking in regular measurable stacks of approximate 1(one) m. height at site, payment of forest royalty, etc. complete as directed(10% under sized boulder is allowable for paking/filling the gaps occurred during execution of works). (15% deduction will be made from the stack measured quantities on account of void)

Labour charge for loose dumping boulder of 23cm to 30cm,size in loose in eroded portion of river bank/bed including handling charge and including site carriage of boulder from stack yard/dump site within a distance of 150m etc. complete as directed Without boat

Local carriage of boulder,metal,gravel etc.from the approachable site beyond 150mand up to 3.00Km from the work site including loading from stack and unloading at work site with 10(ten) ton capacity truck,supplying P.O.L.etc.complete as directed

Supply of non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as (i) Tensile strength ≥12 KN/m (ii) Mass ≥300.00 Gm/m ² (iii) CBR Puncture strength ≥3.5 KN (iv) Elongation at break ≥60% (v) Abrasion ≥ 70 % (vi) UV Resistance @ 500 hours ≥70% (vii) AOS ≤75 micron (ix) Permittivity ≥1.25, (x) Trapezoidal Tear Strength ≤340 N (xi) Permeability = 2.00 x 10 ̄ ³ m/sec (xii) Seam strength = 80 % of geotextiles strength . Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100 mm.(Each Roll of Geo Fabric Sheet should be supplied in properly packed Bundles and should be marked with the Name of Manufacturer & Batch Number clearly on each bundle with “WRD Govt of ASSAM” to be printed on it and mentioning properly the GSM and type of polymer and Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material.

Labour charge for laying Geo fabric sheet as filter below pitching

Carriage of Geo sheet including loading & unloading cost of P.O.L.etc.complete and including hire charge of truck with driver and handyman

Supply of Geo Bags of Type-B (Size 2.00m x 1.50m) inner dimension made of composite layers of geo-textile as per specifications below : Woven Geo-textile for the outer cover. The woven geo textile is woven with UV resistant slit film tape fibre with MAVR values of the following properties. Geo-textile used to manufacture geo-textile bags should have high mechanical properties for enhanced durability along with enhanced puncture, abrasion and U.V. resistance characteristics. Geo-textile should be inert to biological degradation and resistant to naturally encountered chemicals, alkalis, and acids. Weight (ISO-9864/ASTMD 5261) 250 Gms/Sqm.  Tensile strength(MD) ( ASTMD 4595) = 35 kN/m Tensile strength(CD) (ASTMD 4595) = 35 kN/m Tensile Elongation ( ASTMD 4595)= 5% & 30% Grab Elongation ( ASTMD 4632)= 5% & 30% Tensile strength ( ASTMD 4632) = 1.5 KN  UV resistance( ASTMD 4355) = 70%/500 hrs Non woven Geo-textile for the inner layer It is needle punched non woven geo-textile made of 100% polypropylene staple fibers which are formed into a random network for dimensional stability. It should resist UV degradation, rotting and alkalis. Weight (ISO-9864/ASTMD 5261) 300 Gms/Sqm.  Tensile strength(MD) ( ASTMD 4595) = 12 kN/m Tensile strength(CD) (ASTMD 4595) = 12 kN/m Tensile Elongation ( ASTMD 4595)= 5% & 30% Grab Elongation ( ASTMD 4632)= 5% & 30% Tensile strength ( ASTMD 4632) = 1.5 KN  UV resistance( ASTMD 4355) = 70%/500 hrs (Bags are to be supplied of 100 numbers or part in a bundle, properly packed with name of Manufacturer and Batch Number is to be marked on each bag with “WRD Govt of ASSAM” to be printed on each bag and mentioning properly the GSM and type of Geo bag polymer. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material). FOR GUWAHATI

Carriage of Geo bags of size 2.00X1.50 m including loading & unloading,stacking cost of P.O.L.etc.complete and including hire charge of truck with driver and handyman

Supply of Geo-textile bags of type-A (1.03X0.70M) made of Geo-textile non-woven fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre having thickness not less than 3.00 mm with minimum properties as (i) Tensile strength (CD) ≥ 24 KN/m (ii) Tensile strength (MD)≥ 22 KN/m (ii) Mass ≥ 400.00 Gm/m ² (iii) CBR Puncture strength ≥ 4100 N/m2 (iv) Elongation @ break (Warp) ≥ 54% (v) Elongation @ break (Weft)≥ 52% (vi) Abrasion ≥ 70 % (vii) UV Resistanceb @ 500 hours ≥ 70% (viii) AOS ≤ 75 micron (ix) Permittivity ≥ 1.25, (x) Trapezoidal Tear Strength ≤ 520 N (xi) Permeability = 45Lt/m2/sec (xii) Seam strength = 80 % of geotextiles strength . Stitchingof Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100 mm. (Bags are to be supplied of 100 numbers or part in a bundle, properly packed with name of Manufacturer and Batch Number is to be marked on each bag with “WRD Govt of ASSAM” to be printed on each bag and mentioning properly the GSM and type of Geo bag polymer. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material).

Carriage of Geo bags of size 1.03X0.70 m including loading & unloading,stacking cost of P.O.L.etc.complete and including hire charge of truck with driver and handyman

Collection and supply of sand from approved quarty of specified grade for construction work free from debries and other forgen materals including payment of forest royalty/saies tax, etc.

Filling and laying of Geo bags of size 1.03m X 0.70m excluding excavation of specified sand from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt having minimum weighing 126.00 Kg and minimum volume 0.084 cum after filling ,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly as directed. (Sand, Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without boat

Filling and laying of nonwoven Geo-textile bag of dimension 2.00m X1.50m including excavation of specified silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt having minimum volume 0.612 cum after filling,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, laying at proper site including all handling charges and local carriage within a distance of 100m complete as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost) With Boat.

Supply of Galvd wire netting sheet made of 8G wire 152mm squre mesh of over all size 2.57 x 1.66m including 75mm projection of each wire in all sides beyond the net size 242m x 1.5m including loading and unloading stacking properly complete as directed.

Filling and laying in cage with sand filled Geo bags of size 1.03x0.70m excluding excavation of sand from flood plain or adjacent chars within a distance of 90m of the work site,fillinf geo bags with sand weighing 126.00 kg after filling,stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine,stacking the dumping site including all handling charges and local carriage within a distance of 150m and laying properly.in cages made of wire netting sheets of size 2.57x1.66m of 8G galvanized wire making the cage from 2 nos of wire netting sheet by tying the projected wires complete as directed. (Sand, Geo Bag, Wire Netting Sheets and Polypropylene thread will be supplied by the department free of cost) Without Boat

Preparation of stack yard of site materials including cutting light jungles and removing the same to safe distance leveling the ground where necessary by ramming properly of earth complete as directed.

Supply sewing thread/ yarn PPMF stiching thread(2000 Den.kaplon) i/c payment of texes.

Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10m X 0.10mX 3.00m with M-30 grade of cement concrete conforming to IS 1343 : 2012using super-plasticizer @ 1.2 lit/bag of cement with graded broken coarse aggregates up to 20mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 Nos. of 4 mm dia high tensile steel wire cable with necessary cover and 4mm high tensile stirrups at 250mm C/C, in conformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia at 50 cm inside from both ends in the same face and in either face of post, another 2 Nos. of holes of size 16 mm dia at 65mm inside from both ends including properly curing for 21 (twenty one) days and carriage of porcupine members from factory to the stack yard of Divisional/ Sub-Divisional Store within a distance up to 20 Km including loading, unloading & stacking at Divisional/ Sub-Divisional Store, complete as directed. (Including forest royalty and all taxes as admissible)

Carriage of PSC porcupine members of size 0.10m X 0.10m X 3.00m from Divisional/ Sub-Divisional Store to Work Site including loading, unloading &stacking. Distance = 25 KM, Hence Rate = 1.68 X 25 = 42

Labour charge for launching of R.C.C./PSC Porcupine including carriage of R.C.C. porcupine members of size 0.10m × 0.10m × 3.00m from the stack yard to the place of launching, erection of the Porcupine with 6 (six) members properly, supply & fitting/fixing with 12 mm dia 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (lead up to 150 m) With boat

Construction of temporrary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart driven at atleast 0.75 m below ground and height above plint 2.5m. Split Jatti bamboo wall mud plastering white washing 2 coats, 10 cm thick touch roofing over bamboo rua frame pplacing at 0.15 m clear apart fitted with bamboo kamies from binding doors and windows with Bamboo Chattai strengthening with Bamboo frame binding with wire etc compple as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm)