Inland Waterways Authority Of India Tender
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Inland Waterways Authority Of India - IWAI Tender
Agriculture or Forestry Works
Eprocure
Opening Date25 Sep 2023
Closing Date7 Oct 2023
Tender Amount₹ 51,89,691
Costs
EMD
₹ 1,03,794Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Miscellaneous Work At Iwt Terminal, Kolaghat In 2023-24
Description
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Contact
Tender Id
2023_IWAI_773363_1Bid Award Id
ViewTender No
IWAI/KOL/8/WORK/KOLAGHAT/23-24Tender Authority
Inland Waterways Authority Of India ViewPurchaser Address
-Website
http://https://iwai.gov.in/
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) all complete as per specification & direction of EIC.
4.05
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in M20 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) all complete as per specification & direction of EIC.
10.77
-
-
Providing TMT bars in Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as per specification & direction of EIC.
965.55
-
-
Providing centring & shuttering upto plinth beam all complete as per specification & direction of EIC
-
-
-
In footing
41.04
-
-
In column upto PL
9.23
-
-
In Plinth beam
15.86
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement all work above plinth beam in M20 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) all complete as per specification & direction of EIC.
9.69
-
-
Providing TMT bars in Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as per specification & direction of EIC.
912.8
-
-
Providing centring & shuttering in super structure all complete as per specification & direction of EIC
-
-
-
In column above GL
39.48
-
-
In lintel beam
5.81
-
-
In chajja
4.46
-
-
In wall beam
10.58
-
-
In roof
29.68
-
-
In kitchen slab
1.24
-
-
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement : 4 coarse sand) all complete as per specification & direction of E.I.C
21.95
-
-
Providing 12 mm thick cement plaster in CM(1:4) in faced wall (outer side) all complete as per specification & direction of EIC
128.79
-
-
Providing 15 mm thick cement plaster in CM(1:4) in unfaced wall (inner side) all complete as per specification & direction of EIC
75.01
-
-
Providing 6mm thick cement plaster in celing in cm(1:3) all complete as per specification and direction of EIC
50.78
-
-
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
30.16
-
-
Finishing walls with textured exterior paint of required shade all complete as per specification & direction EIC
254.57
-
-
Providing and fixing 1mm thick M.S. sheet door in living room with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using M.S. angels 40x40x6 mm for diagonal braces all complete as per specification and direction of EIC.
1.89
-
-
Supplying, fitting and fixing factory made door frame in toilet (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in-charge.
4.95
-
-
Supplying, fitting and fixing factory decorative made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-charge.
1.58
-
-
Supplying, fitting and fixing sal wood work in frames of windows, and ventilator with hold fast lugs or with dash fasteners of required dia & length all complete as per specification and direction of EIC
0.1
-
-
Supplying, fitting and fixing 35mm thick second class teak wood panelled or panelled and glazed shutters for windows & doors fixing with butt hinges of required size with necessary screws, all complete as per direction of Engineer-in-charge
8.37
-
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid all complete as per specification and direction of EIC
1
-
-
Supplying fitting and fixing 25mm dia pvc pipe alongwith tee, band, elbow etc for bending the water supply at necessary location all complet as per specification and direction of EIC
20
-
-
Supplying, fitting and fixing water tap of approved brand alongwith its all GI fitting all complete as per specification and direcction of EIC
3
-
-
Supplying, fitting and fixing electrical switches, boards, wiring, PVC bitting alongwith its all fittings all complete as per specification and direction of EIC
1
-
-
Supplying, fitting and fixing 500 lrt PVC water tank of approved brand all complete as per specification and direction of EIC
500
-
-
SFF inlet/outlet PVC pipe of 50mm to 62.55mm dia in water tank to point all complete as per specification and direction of EIC
1
-
-
Structural steel work in single section, in beading of window including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per direction of Engineer-in-charge.
4.86
-
-
Applying priming coat:With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood
7.29
-
-
Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
5.67
-
-
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture all complete as per specification & direction of EIC
7.29
-
-
Construction of Septic tank for 15 users & construction of Soak pit
-
-
-
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
5.7
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
0.34
-
-
Providing 7.5A designation brick edge soling over the prepared base sand all complete as per specification & direction of EIC.
252
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) all complete as per specification and direction of EIC
0.46
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - in slab (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) all complete as per specification and direction of EIC
0.46
-
-
Providing Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as per specification & direction of EIC.
30.46
-
-
Centering and shuttering including strutting, propping etc. and removal of form all complete
7.05
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Foundation trenches level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) all complete as per specification and direction of EIC
14.43
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above ground level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) all complete as per specification and direction of EIC
1.51
-
-
Providing 12mm thick cement plaster in bottom in cm(1:6) all complete as per specification and direction of EIC
4.57
-
-
Providing 20mm thick cement plaster in cm (1:3)with a neat coat of 1.5 mm thick neat cement
32.09
-
-
Supplying, fitting and fixing PVC pipes 150mm dia of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)
15
-
-
Wooden Toe wall made of Jhaw / Eucalyptus bullah piles
-
-
-
Supplying Jhaw / Eucalyptus bullah piles of 15.0 cm av. diameter and 7.0 m length at work site, including dressing and making one end pointed and painted with coal tar epoxy etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge. Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.
2800
-
-
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 for driving done by pile engine set (with heavy staging or from specially made pontoon), hire and labour for necessary driving appliances and all tackles, for driving from pontoon or boats and driving done by pile engine set etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge. Payment to be made on the length driven into the ground. Note: 1). Diameter to be measured at 1.5m. from the thicker end; 2). Driving shall be done reasonably true to plumb 3). Close bullah piling with 4 nos pins per metre
2300
-
-
Earth work in excavation in Toe wall trenches by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
99.5
-
-
Supplying, fitting and fixing half split Jhaw / Eucalyptus ballahs of 15.0 cm dia Horizontal member for tying with Ballah piles at work site, including dressing and making and painted with coal tar epoxy etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
400
-
-
Supplying, fitting and fixing M 24 mm x 450 mm hexagonal nut & bolt with ballah piles & half split horizontal ballah etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1322.4
-
-
Bitumen drum sheet walling: Supplying, fitting and fixing of bitumen drum sheets to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a lapping of 15 cm, including supply of drum sheet, fixture, two coats of Coal tarring with 5% pitch with cost of material and labour complete etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
126.5
-
-
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter and 3.75 m length at work site. etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge. Note: Dia. to be measured at mid length.
3895
-
-
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances, boats etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
Note: Driving shall be done reasonably true to plumb.
2250
-
-
Supplying and fixing of bamboo runners, ties or strut by 16 SWG G.I. wire at every joint and nailed at every 2 metre with necessary drilling at just below nodes etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
18.9
-
-
Supplying Nylon cage netting 1.0 m x 1.0 m x 1.0 m size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 kg./sq cm including carriage, delivery and stacking at site etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
100
-
-
Labour charges for dumping and placing in trench of the Toe Wall properly filled in Nylon crates with filled in High Density Polyethylene (HDPE) woven bags conforming to IS: 14252:2015 (minimum 25 nos) with 80% Over burnt (Jhama) Brick Aggregate: 120 mm to 40 mm size and 20% Crushed stone 2.36 mm to 12.5 mm size sewing and tying the crate with nylon wire within a lead of 150 m and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary and other necessary equipments and also including cost of bags filled with Over burnt (Jhama) Brick Aggregate & Crushed stone but excluding cost of Nylon crate as per direction etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
Note: 1). HDPE woven bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015, Volume of Brick Aggregate & Crushed stone filled in each HDPE bags should not be less than 0.0328 cum;
2). Size of Nylon crate is 1.0 m x 1.0 m x 1.0 m; 3). Where boats are not necessary;
100
-
-
River Bank Slope & Top cap protection
-
-
-
Earth work in excavation for prepraration of slope by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, cutting and removing of thick and thorny jungles, roots of trees and stumps of all sizes, trees upto 0.3 metre girth etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
607.68
-
-
Supplying Nylon cage netting 1.0 m x 1.0 m x 0.40 m size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 kg./sq cm including carriage, delivery and stacking at site etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
15
-
-
Labour charges for dumping and placing in on river bank slope & top cap, properly filled in nylon crates with filled in High Density Polyethylene (HDPE) wovwn bags (minimum 15 nos.) with local earth/sand, sewing and tying the crate with nylon wire within a lead of 150m and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charges of filling bags with earth/sand but excluding cost of nylon crate etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge. Note: 1). Volume of each earth/sand filled HDPE wovwn bags should not be less than 0.0328 cum. 2). Size of Nylon crate is 1metre X 1metre X 0.40 metre. Considering 85% filling of the each bag for compaction in the crate for slope pitching as per guideline. 3). placing of Nylon crates shall be in square or rectangle around grown trees, and the good earth shall be filled in the space as per suite at site conditions & direction of EIC
1500
-
-
Nylon Sausage cylindrical in section of 5.0 m length & 0.75 m Ø @ 1.15 m C/c
-
-
-
Supplying Nylon Sausage cage cylindrical in section in two layers of size 5.0 m length & 0.75 m Ø with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
88
-
-
Supplying and Labour charges for Dumping and placing in front of Toe Wall, properly filled in Nylon Sausage cage cylindrical in section with filled in High Density Polyethylene (HDPE) woven bags conforming to IS: 14252:2015 (min. 67 nos.) with 80% Over burnt (Jhama) Brick Aggregate: 120 mm to 40 mm size and 20% Crushed stone 2.36 mm to 12.5 mm size, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, preparing the bed to proper slope etc., if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with Over burnt (Jhama) Brick Aggregate & Crushed stone but excluding cost of Nylon Crate etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge. Note: 1). Volume of each 80% Over burnt (Jhama) Brick Aggregate: 120 mm to 40 mm size and 20% Crushed stone 2.36 mm to 12.5 mm size filled bags should not be less than 0.0328 cum). 2). Size of Nylon Sausage cage 5.0 m length & 0.75 m Ø. 3). Where boats are necessary.
88
-
-
Construction of 30m length of brick wall
-
-
-
Providing and laying in position specified grade of reinforced cement concrete in column, excluding the cost of centering, shuttering, finishing and reinforcement all work above plinth beam in M20 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) all complete as per specification & direction of EIC.
7.8
-
-
Providing TMT bars in Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as per specification & direction of EIC.
735.2
-
-
Providing centring & shuttering Structure upto plinth beam & in super structure all complete as per specification & direction of EIC
121.5
-
-
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement : 4 coarse sand) all complete as per specification & direction of E.I.C
15.75
-
-
Providing 15 mm thick cement plaster in CM(1:4) in unfaced wallall complete as per specification & direction of EIC
126
-
-
Construction of project board
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (not exceeding 1.5 m in width or 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-In-Charge
0.15
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
0.15
-
-
Steel work in built up tubular 72 x 72 mm square hollow pipe having 3.2mm of wall thickness, including cutting, hoisting, fixing in position including welding and bolted with special shaped washers etc all complete for erecting board all complete as per specification & direction of EIC or his authorized representative
15.43
-
-
Providing and fixing 1mm thick M.S sheet board with frame of 40x40x3 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings all complete as per specification & direction of EIC or his authorized representative.
0.52
-
-
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works all complete as per specification & direction of EIC or his authorized representative.
3.18
-
-
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade all complete as per specification & direction of EIC or his authorized representative.
3.18
-
-
Lettering & other matters as per requirement of EIC or his representative
1
-
-
Hiring of JCB for loading, unloading, laying & spreading materials at site all complete as per specification & direction of EIC
100
-
-
Supllying, laying, barricating & maintaing various tree plants i.e mango, guava, palm & other plants upto this contract period all complete as per specification & direction of EIC
300
-
-
GST as applicable
-
-
-
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