Rajasthan State Industrial Development And Investment Corporation Tender
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Costs
EMD
₹ 21,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Work Of Survey And Plot Demarcation And Road And Cd Works.
Description
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Contact
Tender Id
2019_RIICO_147081_1Bid Award Id
ViewTender No
NIT 04 / 2019-20Tender Authority
Rajasthan State Industrial Development And Investment Corporation ViewPurchaser Address
-Website
http://http://www.industries.rajasthan.gov.in/riico
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Documents
BOQ Items
Earth work in excavation ,including stacking /disposal of surplus material with all lead and lift upto 495 meter ,exclusive of compansation of earth (MORTH specification : clause 301-305) .In hard soil pick work,with lead upto 50meterand lift upto 0.5 meter
39592.54
-
161
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5]., BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
85106.95
-
23
Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
83241.62
-
16
Extra for rolling to specification with Power Roller, 8-10 tonne when earth is at suitable moisture content with dry field density not less than 95 % of maximum dry density (Ordi-nary Procter test).excluding watering.
83241.62
-
22
Compensation for earth, taken from private land with all lead and lift (Land to be arranged by private negotiations by the contractor) [MoRTH Specification : Clause 301to 305].
28546.18
-
18
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :, For grading-III with CBR value not less than 20. to attain 100% proctor density.
24518
-
298
Providing, laying, spreading and compacting stone aggregate of as per table 400-10 and 400-11 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 1 Km.
21453.25
-
968
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
85813
-
19
Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturers specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112 ( Including cleaning of Road Surface)
171626
-
7
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binder aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112]
Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm
4290.65
-
5278
Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with F.E loader and hot mixing of binder and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification : Clause -509,112), Grade-I Bitumen @ minimum 5.5 % of mix with lead up to 1 KM, VG-30 grade
2574.39
-
6249
Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900], 300 mm dia
1526
-
1149
Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
1625.26
-
183
Providing and laying in position Cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering & shuttering. All up to plinth lebvel IS 456-2000:
1:4:8 (1 cement:4sand:8 graded stone aggregate) 40 mm nominal size ( CB)
452
-
2755
Random Rubble stone masonry for superstructure above plinth level one storey height above 30 Cm thick walls IS 1597 (Part-1) 1992 in :
Cement Mortar 1:6 (1-Cement: 6-Sand)
65.88
-
3464
Providing and laying in position Cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering & shuttering. All up to plinth lebvel IS 456-2000:
1:2:4 (1Cement : 2 Course Sand : 4 Graded stone aggregate 20 mm nominal size
59.89
-
3596
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:(25 mm thick)
3474.97
-
198
Finishing wall with water proofing cement paint of aproved brand and manufacture and or required shade to give an evenm shade includina all scafolding (new work- three or more coats)
304.8
-
71
Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4.
5802.3
-
455
P&F Precast cement concrete M-15 grade kerb over 20mm thick base of cement mortar 1:6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH Specification Clause 1000 & 1700.
188.06
-
165
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in :, Cement Mortar 1:4 (1-Cement:4-Sand).
101.83
-
3122
Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish:, 25 mm thick.
295.18
-
218
Providing and laying Chequerred plain cement concrete embossed specially manufactured non-slipping tiles of approved make 20 mm thick laid on 20 mm thick bed of cement mortar 1:6 jointed with neat cement slurry complete.
953.16
-
392
Add extra for chequerred coloured plain cement concrete or specially manufactured non-slipping tiles of approved make 20 mm thick.
953.16
-
20
Providing and fixing stone jali 40 mm thick through out (without sinking or moulding in jali slab) in CM 1:3 including pointing in white cement marble mortar 1:2 including pointing in white cement marble mortar 1:2 (1-Cement:2-marble dust) with an admixtur of pigment matching the stone shade, jali pattern to be cut square to jali slab without chamfers etc.
White Sand stone.
181.03
-
5034
Earth work in excavation by mechnical means (Hydrolic Exacavtor)/ Mannual means over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5m , Disposed earth to be levelled and neatly dressed: Ordinary Rock
800.46
-
291
Earth work in excavation by mechnical means (Hydrolic Exacavtor)/ Mannual means over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5m , Disposed earth to be levelled and neatly dressed: Hard Rock (Balasting Prohibited) useful material 30%
293.76
-
716
Providing and Laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for "AA" loading as per IRC specifications including to effect of impact EQ etc complete on form base of 200 mm thick lean concrete of M-10 grade with agreggate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design RCC precast Box and its checking from IIT/ MNIT JAIPUR Complete in all respect as per specifications Size 1.00 M X 1.00 M
612
-
19044
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in :, Cement Mortar 1:6(1-Cement:6-Sand).
934.18
-
2882
Painting with weather coat paint(ISI make paint) two or more coat to give an even shade on new work.
4299.44
-
54
Lettering with black Japan paint of approved brand and manufacture.
209640
-
1.7
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