Permanent restoration of breaches at Shantipur area along with improvement, stabilization and restoration of other damaged reaches of the dyke on the right bank of river Borak from Gonirgram Katigorah dyke from Samjurai to Siddipur PACKAGE 2 RETENDER

Amount

Earth work in embankment by mechanical means by truck carriage with locally available ordinary/ Normal soil excluding sandy & rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compection with three wheel static roller of 18-100 KN capacity in layers not exceeding 30cm in thickness and core cutter soil test at every layer and every 500m distance, etc complete as directed. ( For initial lead up to 1.0 Km for all lift.) For beon initial 1 Km and up to 5 Km & for all lift

Collection of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at quarry site etc. complete as directed.

Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed.

Supply of Geo Bags Type-B (Size 2.00m x 1.50m inner to inner) (pillow Type) made of composite layers of polypropylene (PP) fibre as per IS 16653:2017 for nonwoven and IS 16654:2017 for woven: Woven Geo-textile for the outer cover (300gsm): The woven geo textile is woven with multi-filament woven fabric manufactured from Ultra Violet stabilised polypropylene. 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. Properties: (i) Tensile strength (MD) ≥ 80 KN / m and Tensile strength (CD)≥ 70KN/m. (ii) Elongation (MD) ≤ 25% and elongation (CD) ≤ 25% (iii) Abrasion ≥75% (iv) Trapezoidal tear strength (MD)≥ 1500 N and Trapezoidal tear strength (MD)≥ 1300 N (v) CBR puncture strength ≥ 900 N (vi) Permeability ≥ 18 l/m2/sec. (vii) AOS≤ 250 micron (viii) UV resistance @ 500 hours retained tensile strength (MD) & (CD) ≥ 80% (ix) Mass ≥ 300 gm/m2 (x) Seam strength ≥ 50% of actual fabric strength. Nonwoven Geo-textile for the inner layer (300gsm): It is needle punched nonwoven 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. Properties: (i) Wide Tensile strength (MD) ≥ 15 KN/m and Wide Tensile strength (CD)≥ 15 KN/m. (ii) Elongation (MD) ≥ 50% and elongation (CD) ≥ 50% (iii) Abrasion ≥95% (iv) Trapezoidal tear strength (MD)≥ 340 N and Trapezoidal tear strength (MD)≥ 340 N (v) CBR puncture strength ≥ 3000 N (vi) Permittivity ≥ 1.25 s-l (vii) Permeability ≥ 60 l/m2/sec. (viii) AOS≤ 75 micron (ix) UV resistance @ 500 hours retained tensile strength (MD) & (CD) ≥ 80% (x) Mass ≥ 300 gm/m2 (xi) Thickness at 2Kpa ≥ 3mm (xii) Seam strength ≥ 80% of actual fabric strength. Supply of bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge. (Bags are to be supplied of 15 numbers in a bundle, properly packed with each bag having proper tag with name of Manufacturer, Batch Number, the GSM and type of Polymer encrypted and stitched on top corner and each bag is to be marked with “WRD Govt of ASSAM” to be printed distinctly. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material).

Supply of Geo-textile bags of type-A (1.03X0.70M) inner to inner made of Geo-textile non-woven fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653:2017 (i) Wide Tensile strength (MD) ≥ 20KN/m and Wide Tensile strength (CD)≥ 20 KN/m. (ii) Elongation (MD) ≥ 50% and elongation (CD) ≥ 50% (iii) Abrasion ≥95% (iv) Trapezoidal tear strength (MD)≥ 450N and Trapezoidal tear strength (MD)≥ 450N (v) CBR puncture strength ≥ 4000 N (vi) Permittivity ≥ 1.10 s-l (vii) Permeability ≥ 40 l/m2/sec. (viii) AOS≤ 75 micron (ix) UV resistance @ 500 hours retained tensile strength (MD) & (CD) ≥ 80% (x) Mass ≥ 400 gm/m2 (xi) Thickness at 2Kpa ≥ 3mm (xii) Seam strength ≥ 80% of actual fabric 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 100mm. (Bags are to be supplied of 100 numbers in a bundle, properly packed with each bag having proper tag with name of Manufacturer, Batch Number, the GSM and type of Polymer encrypted and stitched on top corner and each bag is to be marked with “WRD Govt of ASSAM” to be printed distinctly. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material).

Supply of 9mm dia. Rope Polypropylene (PP) Gabion of size 2mX2mX0.45m having the following properties (i) Mess opening size 150mmX150mm (ii) Rope Diameter of 9.00mm (iii) Linear Density of rope >_ 65.1 gm/m (iv) Tensile Strength >_ 1900 kg (v) Abrasion Resistance of rope after 1000 cycles >_ 65% (vi) CBR Puncture Strength >_ 7000kg.

Collection and supply of sand from approved quarry of specified grade for construction work free from debries and other foreign material etc. complete as directed.

Collection of river gravel & shingles of size 20 mm to 40 mm in average free from dust, dirt and other foreign materials including necessary carriage and stacking in regular measurable stacks at quarry site, monopoly etc. complete as directed. (7.5% deduction will be made from the stack measured quantities on account of void).

Supply of non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017 (i) Wide Tensile strength (MD) ≥ 15 KN/m and Wide Tensile strength (CD)≥ 15 KN/m. (ii) Elongation (MD) ≥ 50% and elongation (CD) ≥ 50% (iii) Abrasion ≥95% (iv) Trapezoidal tear strength (MD)≥ 340 N and Trapezoidal tear strength (MD)≥ 340 N (v) CBR puncture strength ≥ 3000 N (vi) Permittivity ≥ 1.25 s-l (vii) Permeability ≥ 60 l/m2/sec. (viii) AOS≤ 75 micron (ix) UV resistance @ 500 hours retained tensile strength (MD) & (CD) ≥ 80% (x) Mass ≥ 300 gm/m2 (xi) Thickness at 2Kpa ≥ 3mm (Each Roll of Geo Fabric Sheet should be supplied in properly packed bundles and should be marked with the Name of Manufacturer, Batch number and its dimensions clearly on each roll 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).

Earthwork in bank trimming to the designed section /slope by manual means including removing the trimmed soils to a minimum distance of 30 m, complete as directed.

Carriage of Geo Bags of size 2.00 x 1.50 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed.(Distance to be calculated with respect to FOR Guwahati)Distance from Guwahati to work site is 304.00 KM

Carriage of Geo Bags of size 1.03 x 0.70 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed.(Distance to be calculated with respect to FOR Guwahati)Distance from Guwahati to work site is 304.00 KM

Carriage of Gabion box of size 2.0mx2.0mx0.45m including loading & unloading, cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman completed as directed.(Distance to be calculated from Guwahati)Distance from Guwahati to work site is 304.00 KM

Carriage of 300 gsm Geo sheet of including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed.(Distance to be calculated with respect to FOR Guwahati). Distance from Guwahati to work site is 304.00 KM

Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon) i/c payment of taxes. (for Geo-bag type-B= 22m and for Geo bag type-A = 11m)

Labour charge for laying Geo fabric sheet as filter bellow pitching including anchoring and complete as directed.

Local carriage of boulder, metal, brick bats/ gravel/sand etc. from the approachable site beyond 150m and 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.

Earth work in excavation of foundation of filter drain in all kinds of soil to the designed section and level along the river bank slope including depositing the spoils in safe distance including wooden shuttering and with all lead and lift ece comple as directed.

Labour charge for filling inverted filter drain both horizontal and vertical / filter medium with river shringles of size 10-38 mm in layers / brick bats of size 20-50mm to the designed section and levels including local carriage of materials from a distance of 150 m complete as directed .

Filling and laying of polypropylene gabion boxes 2.0m X2.0m X 0.45m filled with sand filled Geo bags of size 1.03m x 0.70 m excluding excavation of specified sand from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand weighing 126.00 Kg after filling ,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, stacking the same in batches of 100 or part as directed carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly.( Geo Bag , gabion box and Polypropylene thread will be supplied by the department free of cost) Without Boat

Filling and laying of nonwoven Geo-textile bag of dimension 2.00mx1.50m including excavation of specified silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand 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 Engine Boat (Apron).

Filling and laying of Geo-bags of size 1.03mx0.70m excluding excavation of sand from flood plain or adjacent chars within a distance of 90m of the work site, filling Geo-bags with sand having minimum weighting 126.00kg and minimum volume 0.084 cum after filling, double locking chain stitching mouth of the filled bags with poly propylene thread by power driven double needle double stitched machine, stacking the same batches of 100, carrying the same to the dumping site including all handling charges all local carriage within a distance of 150m and laying properly as directed ( Sand, Geo-bags, and Polypropylene thread will be supplied by the Department free of cost). Without boat (Pitching).

Manufacturing , supplying and fixing retro reflective sign boards of size 1.22m X 0.76 mmade up of 4mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type -IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC:67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20cm c/c to back support frame of MS angle iron of size 25X25X3 mm along with theft resistant measures, mounted and fixed with 2- nos of 900mm thick pipe vertical post (AISI-202 Grade) of length 3750mm firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 30cmX30cm X30cm etc. completeand including making holes in pipes, angles flats, providing & fixing MS message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical post to be painted blackand white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropiate priming coat including all leads and lifts etc. complete as per grawing, specification and direction of Engineer-in-Charge.

Construction of temporrary shed of two roof with mud plinth of minimum height with Bhaluka bamboo post 1.5 m apart driven at atleast 0.75 m below ground and height above plinth 2.5m. Split Jatti bamboo / tarza wall, 10 cm thick thatched roofing over bamboo rua frame placing at 0.15 m clear apart fitted with bamboo kamies for binding doors and windors with bamboo chattai strengthening with bamboo frame binding with wire etc. complete as directed . (Using Bhaluka bamboo at the rate of 6.00 nos./Rm & jati bamboo at the rate of 61.00 nos./ Rm ).

Supply of Pre-stressed Cement Concrete (PSC) Porcupine members of size 0.10mx0.10mx3.00m with M-30 grade of cement concrete conforming to IS 1343:2012 using super- plasticizer @ 1.2 lit /bag of cement with graded broken course aggregates upto 20 mm size down conforming to IS 10262:2009 and IS 456:2000 and reinforced with 4nos. of 4mm dia high tensile steel wire cable with necessary cover and 4mm high tensile stirrups at 250mm c/c in comformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16mm dia at 50cm inside from both ends in the same face and in either face of post another 2 nos. of holes of size 16 mm at 65 mm inside from both ends including properly curing for 21 (twenty one ) days and carriage of porcupine members from factory to the stack yard within a distance upto 20 km including loading, unloading & stacking complete as directed. ( Including forest royalty and all taxes as admissible).

Carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from Stack yard to Work Site including loading, unloading & stacking (for 5.00km)

Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10mx0.10mx3.00m from the stackyard to the place of launching, erection of the Porcupine with 6(Six) members properly, supply & fitting / fixing with 12 mm dia 25 cm long MS nuts and bolts and launching the porcupine properly as directed. (Lead upto 150 m). (b)With boat

Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10mx0.10mx3.00m from the stackyard to the place of launching, erection of the Porcupine with 6(Six) members properly, supply & fitting / fixing with 12 mm dia 25 cm long MS nuts and bolts and launching the porcupine properly as directed. (Lead upto 150 m). (a) Without Boat

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removalof 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. Marshy soil

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand Filling

Brick on edge flooring with bricks of class designation 7.5 on a bed of12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 With crushed stone R.C.C grade M 20 Height upto 5 M

Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.3 500 mm dia piles

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 20.6.1.2 Routine test (Test Load 1.5 times the Safe capacity)

12 mm cement plaster : 13.4.2 1:6 (1 cement : 6 coarse sand)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material

M.S. plate 6 mm for shutter and overtop

M.S. channel (100 x 50 ) mm for stiffeners.

M.S. flat (50 x 6 ) mm for fixing rubber seal

'J' type rubber seal 125 mm

Nuts & bolts ( assorted size )

M.S. washer ( assorted size )

M.S. Electrode 8.S WG

Red Oxide Primer

Antisol Red Oxide paint

Turpentine Oil

Steel wire brush

Painting brush 3"

Refilled Oxygen Gas

Refilled DA Gas

J' type Rubber seal corner 125 mm

H.S. Diesel for Generator

M.S. Channel 150 x75 mm for Guide, Top & Bottom channel etc

Guide channel separator with nut on both end with tube of length 250 mm to 460 mm

M.S. Plateform

M.S. Angle 75 x75 x 6 mm

M.S. Shaft ( Best Quality ) 50 mm dia

Thread cutting 2 TPI including fine finishing and making hole in one end as per direction 50mm

C.I. Boss with internal thread cutting 2 TPI making groove for bearing slot for lock plate & 1.5" drill for providing handle as per direction for size : 125 mm x 175 mm

G.I. pipe for Boss handle & distant tube Size 25 mm

M.S. base Plate 300 x 300 x 10 mm

M.S. lock Plate 300 x 300 x 8 mm

H.D. Thrust ball bearing (best quality)ISI specified a)50 mm

Clamp for lock plate

Hire charge of crane with capacity 8 tonne with operator excluding fuel & lubricant.

Casual labours for helping works of lifting and carrying sluice gate materials, other allied works etc. @ 8 nos for 10 days

Arc welding cable 600 amps

Matured Jati Bamboo 75mm to 100mm dia and 6 m to 7 m long

Coir rope

Lubricating for generators and machineries

W B Grease

Waste cotton

First Aid Kit (comprising of items like Bandaid, detol 100ml, iodin solution, antiseptic cream, scissor,cotton, bandage,burnol, spry etc complete)

Gas cutting hose pipe , 12 mm dia ( Red & Black )

Leather hand gloves

Arc welding mask

Gas cutting nozzle

Hacksaw blade 1.5" x 12 " ( double ended)

Nylon rope

Sri Minon Mochahari