Assam Rifles Tender
View complete overview of Manipur Assam Rifles Tender
Costs
EMD
₹ 1,96,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_ARMHA_333214_1Bid Award Id
ViewTender No
SPR/ENGR/2017-18/24Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
NIT for Provn of RCC Culvert, Slab Culvert, Approach Road and Retaining Wall for KLP Modi (Manipur)
BOQ for Provn of RCC Culvert, Slab Culvert, Approach Road and Retaining Wall for KLP Modi (Manipur)
Tender Docus for Provn of RCC Culvert, Slab Culvert, Approach Road and Retaining Wall for KLP Modi (manipur)
BOQ Items
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Supply and laying stone agg of 63 to 45 mm size for WBM moorum as binding material incl 13.2 mm screening sorting, spreading to template and consolidation with power road roller of 8-10 tonne capacity in two layer etc. complete.
180
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Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50m and consolidation of the agg recd from scarifying with power road roller of 8 to 10 tonne capacity.
1200
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Providing and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification of WBM @ 7.5 kg/sqm.
1200
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2.5 cm premix carpet surface with 2.25 Cum and 1.12 cum of stone chippings of 13.2 mm size and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid separately)
1200
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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of the fine agg with 0.60 cum of fine agg per 100 Sqm of raod surface including rolling and finishing with road roller in complete.
1200
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Brick edging laid length wise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 mtr with common burnt clay F.PS (non modular) brick of class designation 7.5).
600
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SCHEDULE ‘A’ PART-I (RCC SLAB CULVERT)
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Earth work exacavation by mechanical means/ manual means in foundation on drain not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of a bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soil.
110.76
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Stones aggregate size 0.90m to 45mm size, supplying and stacking at site and laying, spreading and compacting stone aggregate of specified.
27.72
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Providing and laying in position, cement concrete 1:4:8 of specified grade excluding the cost of centering and shuttering
31.8
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Providing and laying 1:2:4 40 mm thick cement concrete in bed blocks, anchor blocks, excluding the cost of centering, shuttering and finishing
3
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Brick work with common burnt clay F.P.S (Non Modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4
115.44
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Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth
30.48
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Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
9972.96
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Centering and shuttering including strutting propoiring etc and removal of form for roof, floor, landing
72.24
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Edges of slabs and breaks in floor and wall under 20 cm wide
206.16
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Providing and laying 1:2:4 cement concrete in coping 50 mm thick
0.84
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15 mm thick cement plaster on the rough side of single or half brick wall of mix 1:6
223.68
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SCHEDULE ‘A’ PART-I (RETAINING WALL 3M HEIGHT)
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Earth work exacavation by mechanical means/ manual means in foundation of reat not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottom, lift upto 1.5m including getting out the excavated soil and disposal of surplus exacavated soil as directed, within a lead of 50m in all kind of soil.
92.61
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Providing and laying PCC 1:4:8 in sub base of drain
15.19
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Random rubble masonry with hard stone in drain work incl leveling up with PCC 1:6:12 upto plinth level with cement morter 1:6
264.6
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Providing and laying PCC 1:2:4 in for copping
1.47
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Hard core with 63 to 45 mm grade stone aggregates behind weep hole 30x30x30 cm
3.96
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75 mm dia PVC pipe for drain out of seepage water through retaining wall
191.1
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Raised and cut pointing on stone masonry wall with cement porter 1:3
147
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SCHEDULE ‘A’ PART-I (RCC CULVERT)
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Earth work exacavation by in foundation trenches or drains including dressing of sides and ramming of bottom lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m in all kind of soil.
342.6
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Filing available excavated earth (excluding rock) in trenches plinth sides of foundation etc in layers not exceeding 20 CM in depth consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5M
265.22
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Providing and laying in position cement concrete of specified grade with cement concrete of specified grade with cement mortar 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size aggregate) including centering shuttering complete.
8.22
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RCC M-25 for complete job.
148.64
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Centering and shuttering including strutting and propping, etc removal of shuttering for (a) foundation footing
98.22
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(b) Wall (any thickness) column, beam and slab upto 3.5 M ht.
271.48
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(c) Add for additional height of 1.00 M above 3.50 m ht.
99.98
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Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.
10638.25
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Providing weep holes 100 mm dia for complete job
22
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Evaluation Notes How It Works ?
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