Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Eprocure
Opening Date2 Feb 2021
Closing Date5 Mar 2021
Tender Amount₹ 1,97,56,409 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 3,84,179Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_IWD_320072_1Bid Award Id
ViewTender No
WBIW/SE/MCC/NIT-02(e)/2020-21Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces )
b) 1.20 metre x 0.90 metre nominal section
625
-
787.32
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b) 1.20 metre x 0.60 metre nominal section
202.98
-
630.08
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Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 25 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5cm. depth,watering and ramming where necessary completeas per direction of the Engineer-in-charge.
a) Over Jhama Khoa / metal filter/ Geo-textile filter.
369.9
-
566.73
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Supplying, fitting, fixing end pieces for rectangular/ square/ circular sausages at the ends, with 10SWG/ 8SWG GI wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150 mm all around with 12 SWG GI wire complete, including the cost of supply of wire netting, fitting etc, complete as per direction of the Engineer-in-charge.
b) Mesh size 125 mm x 125 mm with 10 SWG wire
421.79
-
122.17
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Cost of stone / laterite boulder at quarry site including Royalty (Royalty certificate in original from competent authority are to be submitted along with the bill, otherwise amount due towards Royalty of stone/laterite boulder will be deducted from the bills of works) .
a) Panchami source (Each weighing 25 kg & above)
2647.45
-
1669.85
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Supplying Nylon cage netting 1metre x 1metre x 1metre size with knot having mesh size 17.5cm x 17.5cm constructed with nylon thread (210x24) having tensile strength not less than 250 Kg./sq.cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
10966
-
132.35
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Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny/poly cement bags(minimum 25nos. having capacity 50kg) with local earth or sand, sewing and tying the crate with nylon wire with in a lead of 150m. and all lifts in river slope or bed by cutting trenches upto 50cms 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 charge of filling bags with earth/sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:-Volume of each earth/sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1metre X 1metre X 1metre.
(a) Where boats are not necessary.
10966
-
472.84
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Labour charges for collecting loose scattered laterite and stoneboulders from slope, bed or apron and stacking the same above ground level within a lead of 100 metre and all lifts as per direction of the Engineer - in-charge.
369.9
-
231.9
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Relaying displaced stone or laterite boulder pitching including dressing, preparing bed with necessary earthwork upto 30 cm depth complete with cost of collection of boulder within a lead of 30 metre.
369.9
-
225.11
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Supplying Nylon cage netting 1 metre x 1 metre x 0.60 metre 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 inclusive of all taxes complete.
4520
-
97.06
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Labour charges for dumping and placing in position properly filled in Nylon crates with filled in HDPE bags (minimum 13 nos.) with local earth or sand, 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, 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 earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:- Volume of each earth/ sand filled HDPE bags should not be less than 0.0328 cum Size of Nylon create is 1 metre x 1 metre x 0.60 metre.
4520
-
565.91
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Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,including other incidental charges complete. Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8
including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” in case of use
of this item in the estimate.”
65161
-
26.02
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Labour charges for filling HDPE bags with filler materials (earth/sand),
machine stitching the open end of the bag with thread as per design
and placing the same on slope or dumping from bank within initial lead
of 30m and all lifts including carriage and hire charges of all materials
and equipments but excluding the cost of filler materials as directed by
Engineer-in-Charge (Volume of earth/sand filled bag should not be less
than 0.0328 cum).
65161
-
15.17
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
b) Cement Concrete
27
-
451.35
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and ismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.
b) Above 600 mm to 900 mm dia Hume pipe
25
-
235.29
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
110.4
-
242.08
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.
(a) M-15 Grade
Using concrete mixer.
A) PCC Grade M15
(i) Height upto 5m
14.9
-
4799.79
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E) RCC Grade M25
(i) Height upto 5m
Using concrete mixer.
20.89
-
6741
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
40.5
-
781.88
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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, traightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge
0.24
-
63475.88
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TABLE II – 1 : SUPPLY OF RCC Pipe: (Ex - outlet)
c. 900 dia NP-3 spigot
37.5
-
2764.88
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
E) 900 mm dia.
37.5
-
699.08
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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 rip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar (c) 15 mm thick plaster
54
-
150.45
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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or mooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of the EIC.
54
-
35.52
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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)
a) Normal Acrylic Emulsion
54
-
75.79
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