Soil Conservation Department Tender
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The Soil Conservation Department has issued a formal invitation for competitive bids for Mitigation Of Flash Flood At Krishna Nagar (hill Side), Chandmari,guwahati During 2021-22 in Kamrup Metro, Assam, with an estimated contract value of Rs. 31,94,000. The bid opening date for this tender is 26-05-2022 and the last date for bid submission is 10-06-2022. Interested bidders for Soil Conservation Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Soil Conservation Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 May 2022
Closing Date10 Jun 2022
Tender Amount₹ 31,94,000
Costs
EMD
₹ 63,880Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SCD_25742_1Tender No
Tender/NIT/2021-22/1942Tender Authority
Soil Conservation Department ViewPurchaser Address
-Website
http://https://soilconservation.assam.gov.in/
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Documents
BOQ Items
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Plastering with cement morter (1:3) on R.C.C. works as per technical specifications. Thickness of plastering =12 mm
668
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Plastering with cement morter (1:3) on R.C.C. works as per technical specifications. Thickness of plastering =12 mm
51.91
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Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggrete 40 mm nominal size mechanically mixed, place in foundation & compected by vibration including curing etc. complete.
2.5
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Providing stone/brick soling in earthen shoulder with stone/ best quality jhamma brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork including all labour and materials and if necessary dewatering etc. complete.
15.16
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Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials. (i) In ordinary soil. (A) By manual means (Depth up to 3m) with dewatering.
132.95
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Supplying, fitting and placing TMT IS:1786 (Fe-500) bar reinforcement in substructure complete as per drawing and technical specifications.
12.81
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Local carriage of construction materials (Cement, Sand, Stone, TMT Bar etc.) from main road to the upper reach of work site as required.
80
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Providing stone/brick soling in earthen shoulder with stone/ best quality jhamma brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork including all labour and materials and and if necessary dewatering etc. complete.
25
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Supplying, fitting and placing TMT IS:1786 (Fe-500) bar reinforcement in substructure complete as per drawing and technical specifications.
15.63
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Providing RCC singboard including engraved letter, colouring and fitting & fixing and suppl-ying all necessary materials at the project site.
1
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Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggrete 40 mm nominal size mechanically mixed, place in found-ation & compected by vibration including curing etc. complete.
2.27
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Providing stone/brick soling in earthen shoulder with stone/ best quality jhamma brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork including all labour and materials and and if necessary dewatering etc. complete.
200
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Plastering with cement morter (1:3) on R.C.C. works as per technical specifications. Thickness of plastering =12 mm
109.3
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Providing fitting and fixing RCC singboard.
1
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Providing RCC singboard including engraved letter, colouring and fitting & fixing and supplying all necessary materials at the project site.
1
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PART - A : CONSTRUCTION OF R.C.C. STEP DRAIN
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Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultu-ral use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1 (one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliat in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc.for four months after completion of plantation.
30
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Reinforced cement concrete in sub-structure complete as per drawing and technical specifications and steel shuttering.
87.5
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres. (I) By mannual means (B) Cement Concrete Grade M-15 & M-20
9
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Providing weep wholes in R.C.C. Retaining wall etc. with 100 mm dia and AC pipe extending through the full width of the structure with slope 2706 of IV:20 H towards drawing face etc. complete as per drawing and technical specification.
30
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Sand filling in foundation trenches as per drawing and technical specifications.
4.9
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Reinforced cement concrete in sub-structure complete as per drawing and technical specifications and steel shuttering.
16.45
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Earth filling works in the inner side of the Retaining Wall including all lifts and leads, trans-porting to site, spreading, grading to required slope, dressing etc. complete as directed.
196.87
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Supplying, testing and installation of 100 cm wide woven jute geo textiles (JGT) 724 gm/ sq. m posseing tensile strength of 25kn/m (+10%,-5% tolerance) with a photometry around 150 to 400 microns and thickness 2 mm for appli-cation on road sub grades and embankments. Jute fabric to be laid with overlaps of 100mm crosswise and 300 mm longitudinally duly secured to sub grade by U shaped m. s. staples (11 gauge)/round head country nail of 150mm length at an interval of 750 mm as per direction of the engineer-in charge.
210
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Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials. (i) In ordinary soil. (A) By manual means (Depth up to 3m) with dewatering.
240
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Supplying, fitting and placing TMT IS:1786 (Fe-500) bar reinforcement in substructure complete as per drawing and technical specifications.
7.37
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Earth work in excavation of foundation trances of structure as per drawing and technical speci-fication including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials. (i) In ordinary soil (A) By manual means (Depth up to 3m)
16
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Supplying, fitting and placing TMT IS:1786 (Fe-500) bar reinforcement in substructure complete as per drawing and technical specifications.
49.2
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Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggrete 40 mm nominal size mechanically mixed, place in foundation & compected by vibration including curing etc. complete.
30
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Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
6
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Reinforced cement concrete in sub-structure complete as per drawing and technical specifications and steel shuttering.
77.6
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