Public Works Department Tender
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Costs
EMD
₹ 39,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEPWD_111432_4Bid Award Id
ViewTender No
NIT-03/2018-19 PWD DIV ASINDTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
सड़क के निश्चित केम्बर तथा ग्रेड में ग्रेवल] कंकर] क्वैरी रविश एवं कोर्स एग्रीगेट को 15 सेमी से (बिना कुटी) कम मोटाई में बिछाना, फैलाना तथा 8-10 टन भार के रोलर से दबाना] कूटना तथा समस्त लीड के साथ पानी खर्च तथा औजार] मशीनरी का किराया सहित।
1372.5
15660
11.41
(ब) पत्थर i गिट्टी (रोड़ी) 1/11 वोइड्स काटें
-
-
-
40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर
8.86
7084
800
20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर
1.03
922
900
फाइन एग्रीगेट रेत/बजरी (सभी दुरी तक की परिवहन की दरे, वेट, लोडिंग, अनलोडिंग एवं अन्य स्थानीय कर समिल्लत हे )
25.1
13050
520
सोलिंग / खरंजा चिनाई पत्थर चिनाई बेरदा (आर आर) (सभी दुरी तक की परिवहन की दरे, वेट, लोडिंग, अनलोडिंग एवं अन्य स्थानीय कर समिल्लत हे )
67.03
38544
575
सीमेंट, पी.पी.सी. (सभी दुरी तक की परिवहन की दरे, वेट, लोडिंग, अनलोडिंग एवं अन्य स्थानीय कर समिल्लत हे )
137
38360
280
उपकरण (मय पिओअल एवं चालक) ट्रेक्टर पानी टेंकर क्षमता 4000 लीटर वाटर (सभी दुरी तक की परिवहन की दरे, वेट, लोडिंग, अनलोडिंग एवं अन्य स्थानीय कर समिल्लत हे )
50
17500
350
उपकरण (मय पिओअल एवं चालक) सीमेंट कंक्रीट मिक्सर 5-7 घन फुट (सभी दुरी तक की परिवहन की दरे, वेट, लोडिंग, अनलोडिंग एवं अन्य स्थानीय कर समिल्लत हे )
5
3400
680
उपकरण (मय पिओअल एवं चालक) नीडल /प्लेट वाइब्रेटर मय ऑपरेटर (सभी दुरी तक की परिवहन की दरे, वेट, लोडिंग, अनलोडिंग एवं अन्य स्थानीय कर समिल्लत हे )
5
2100
420
PART 'B' BT WORKS (PWD)
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)
-
-
-
Grading no.2 (63-45mm) crusher broken
286.88
193640
675
Grading no.3 (53-22.4 mm) crusher broken
286.88
238680
832
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 or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112, 8.5 kg /10 Sqm
3825
107100
28
Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 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 @ 4.50 kg /10sqm
3825
61200
16
Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.
a) with bitumen grade VG-10
3825
351900
92
Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead
a) with bitumen grade VG-10
3570
110670
31
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)
-
-
-
Ordinary Kilometer Stone
3
3117
1039
200 m stone
5
1470
294
Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board)
1
7150
7150
Supply of Retro - reflective Name Board size 600 x 900 mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50 x 50 x 6 mm, 3Mtr. long using stainless steel nut bolts of 8 mm dia, aluminium sheet is covered with high intensity grade Retro-reflective sheeting and non reflective letters in black, post duly painted in black and white synthetic enamel, complete in all respect. Confirming to MoRTH specifications clause. 801
1
6050
6050
Installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm embedded in ground, the in side of pipe shall be filled with cement concrete 1 : 4 : 8 with semi-circular hump at top, the pipe shall be painted white with enamel paint including transportation etc. complete. For double post
2
1800
900
Supply of cautionary/warning refelective sign boards made out of 2mm thick M.S. sheet as per IRC - 67 (latest revision), stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle
4
5400
1350
Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dress-sing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304]
Hard soil mixed with kankarboulder etc.above 20%
78.13
7031
90
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700
P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
6.05
15730
2600
Providing and laying stone masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry
255.71
439565
1719
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
170.15
20418
120
Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead. P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level
2.84
5793
2040
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3, 600 mm dia
15
20100
1340
Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dress-sing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304]
Hard soil mixed with kankar, boulder etc. upto 20%
130.2
11067
85
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with stone aggragate 40 mm hand broken
32.55
62756
1928
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