Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Eprocure
Opening Date14 May 2022
Closing Date27 May 2022
Tender AmountRefer Documents
Costs
EMD
₹ 85,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_RDTN_232329_1Bid Award Id
ViewTender No
A4/229/2022/Stream-III(2)Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
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KM 0/0-1/1
277.2
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Providing and Laying Gravel to 100mm compacted thick including cost & conveyence of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required proctor density at 100% compaction
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KM 0/0-1/100
18.48
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Picking Existing BT surface 50mm deep and replacing the metal for reuse and to bring the road to camber including all labour charges etc complete Wornout BT / WBM.
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KM 0/0-1/100
939
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Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and
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KM 0/0-1/100
127.58
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Applying tack coat over WBM surface using 4.00kg of bitumen emulsion per 10sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the rates as per the special conditions appended here with including conveyance of bitumen emulsion to actual work spot handling charges including labour for applying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., complete as per clause of MoRT&H specification.
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KM 0/0-1/100
1701
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Providing and laying graded premix carpet with seal coat type - A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and 0.09 cum of 6.70mm with 23.232kgs of VG 30 bitumen for premixing per 10sqm including cost and conveyence of all materials to CMP site heating the bitumen to required temperature and mixing the required quantity of metal and bitumen using Mini Hot Mix Plant conveying the mix by wheel borrows including labour charges for spreading the mix to grades, lines and profiles and compacting with power roller rolling etc., including all labour charges application of bitumen for seal coat and power roller rolling separately as per MoRT & H specification 509 and 513 including all incidental charges such as barricading providing danger lights etc., complete
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KM 0/0-1/100
1701
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Provision for HM stone
4
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Provision for KM stone
1
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-
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Providing and Fixing of Retro Reflectorised cautionary mandatory and informatory sign (with or with out definition board) made out of high indencity prismatic grade sheeting confirming ti IRC 67-2010 and ASTM D 4956- 09 type IV Specification and fixed over 1.50mm thick aluminium Sheet fixed on back supporting frame of 25mm x 25mmx25mmx 3mm miled steel angle and supported on a miled steel angle iron post 75mmx75mmx6mm Firmly Fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45cm x 45cmx 60cm, 60cm below ground level etc complete including 5 year warrenty for the rectro reflective sheeting Retro - Reflectorised traffic signs ( With definition Board)
7
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Provision of 15Nos Ruble strips covered with premi bituminous carpet 15- 20mm high at cntr 250mm wid placd at 1m cntr to cntr at approved location to control spd markd with whit strips of road marketting point
7.04
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For Hardbed
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
-
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-
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KM 0/0-1/0
141.73
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
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-
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KM 0/0-1/0
22.32
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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KM 0/0-1/0
85.93
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-
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Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.
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KM 0/0-1/0
223.2
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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KM 0/0-1/0
51.34
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Km 0/0-1/16
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KM 0/0-1/0
285
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For Retaining wall
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
-
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-
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KM 0/0-1/0
39.39
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
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-
-
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KM 0/0-1/0
9.85
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-
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Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.
-
-
-
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KM 0/0-1/0
234.63
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Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for wearingcoat including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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KM 0/0-1/0
93.17
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Strengthening the Colachel Thiruvattar Road to kattaikal road in Kattathurai Village Panchayat in Thiruvattar Union Km 0/0 - 0/750
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Clearing the scrub jungle with uprooting and including all cuttings and deposting of the products,removing from the site, disposal by burrying or burning etc., complete including all incidental charges as directed by the departmental officers. As per SSRB 301,302 Most 201 Km 0/0-1/16
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KM 0/0-0/750
488.4
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Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
-
-
-
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KM 0/0-0/750
222
-
-
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Providing and Laying Gravel to 100mm compacted thick including cost & conveyence of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required proctor density at 100% compaction
-
-
-
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KM 0/0-0/750
37.35
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Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
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KM 0/0-0/750
933.75
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Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and
-
-
-
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KM 0/0-0/750
72.01
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-
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Applying tack coat over WBM surface using 4.00kg of bitumen emulsion per 10sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the rates as per the special conditions appended here with including conveyance of bitumen emulsion to actual work spot handling charges including labour for applying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., complete as per clause of MoRT&H specification.
-
-
-
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KM 0/0-0/750
960
-
-
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Providing and laying graded premix carpet with seal coat type - A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and 0.09 cum of 6.70mm with 23.232kgs of VG 30 bitumen for premixing per 10sqm including cost and conveyence of all materials to CMP site heating the bitumen to required temperature and mixing the required quantity of metal and bitumen using Mini Hot Mix Plant conveying the mix by wheel borrows including labour charges for spreading the mix to grades, lines and profiles and compacting with power roller rolling etc., including all labour charges application of bitumen for seal coat and power roller rolling separately as per MoRT & H specification 509 and 513 including all incidental charges such as barricading providing danger lights etc., complete
-
-
-
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KM 0/0-0/750
960
-
-
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Provision for HM stone
3
-
-
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Providing and Fixing of Retro Reflectorised cautionary mandatory and informatory sign (with or with out definition board) made out of high indencity prismatic grade sheeting confirming ti IRC 67-2010 and ASTM D 4956- 09 type IV Specification and fixed over 1.50mm thick aluminium Sheet fixed on back supporting frame of 25mm x 25mmx25mmx 3mm miled steel angle and supported on a miled steel angle iron post 75mmx75mmx6mm Firmly Fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45cm x 45cmx 60cm, 60cm below ground level etc complete including 5 year warrenty for the rectro reflective sheeting Retro - Reflectorised traffic signs ( With definition Board)
5
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-
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For Cement concrete Pavement
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-
-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
-
-
-
... More
KM 0/0-0/750
205.48
-
-
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
-
-
-
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KM 0/0-0/750
29.46
-
-
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
-
-
-
... More
KM 0/0-0/750
131.83
-
-
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Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.
-
-
-
... More
KM 0/0-0/750
294.6
-
-
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
... More
KM 0/0-0/750
67.76
-
-
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Km 0/0-1/16
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-
-
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KM 0/0-0/750
441.9
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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
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-
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