North Eastern Coalfields Tender
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Costs
EMD
₹ 29,300Document 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
2022_NEC_255077_1Bid Award Id
ViewTender No
NEC/CIL/MRG/ET/282Tender Authority
North Eastern Coalfields ViewPurchaser Address
-Website
http://http://www.neccoal.co.in/
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Documents
BOQ Items
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Including cost of testing of materials at site and laboratory as directed by the depts.)With emulsion CSS-1h.Granular surfaces treated with primer.
1828.4
-
15
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a pr(including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0km initial from mixing plant).With anti stripping agent with 60/70 or VG-30 grade paved bitumen for grading II(19mm nominal size)
124.43
-
7167
Close graded premix surfacing/ Mixed seal surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/ hour . Providing, laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09mm (Type-B) aggregate using penetration grade bitumen(60/70 or VG-30 grade) to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheel 8-10 T capacity to the required level and grade.(Including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10 km initial lead from mixing plant).(Including coat of testing of materials at site and laboratory as directed by the deptt.). With anti-stripping agent as per IS:14982, Type B.
1828.4
-
164
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type A and Type B seal coats)(including carriage up to initial lead of 5.0km from quarry)(Including cost of testing of materials at site and laboratory as directed by the depts. With anti stripping agent as per IS:14982(Refer Appendix-5 of MoSRT&H specification).Case-II:TypeB(Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of 60/70 or VG-30 grade.)(Including carriage up to initial lead of 5.0Km from query).
1828.4
-
55
Cost of Haulage excluding loading and unloading.Surface Road
672.95
-
10.37
Earthwork in excavation for foundation trenches of walls, retaining walls,footings of columns,steps, septic tank etc.including refilling(return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc.and removal of surplus earth with all leads and lifts as directed and specified,in ordinary soil
40
-
108.82
Providing soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the surged as directed including all labour and materials and if necessary dewatering, complete.
20
-
368.71
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete(shuttering where necessary shall be measured and paid separately).In prop.1:3:6
6
-
4292.86
Providing and laying plain/reinforced cement concrete works cement, coarse sand and 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforced cement concrete work(form work and reinforcement will be measured and paid separately).Using Mixer Machine.In substructure up to plinth level.Using admixture, plasticiser etc.for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required.M15 grade concrete or prop.1:2:4
17.1
-
5496.65
Providing form work of ordinary timber planking so as to give a rough finish including entering, shuttering, strutting and propping etc. height of propping and entering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain cement work in Foundation, footing, bases of columns,etc.using 25mm thick planks.
76.8
-
252.24
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S.Code for R.C.C work/R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details,supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc.complete.(No extra measurement for lap,hook,chair,anchor etc.will be entertained in the measurement as they are included in the rate).ISI approved mild steel reinforcement bar(M.S.Bar)
2305.6
-
67.67
Total impact of GST for the purpose of CTC
1
-
356396.39
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