Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Eprocure
Opening Date16 Feb 2021
Closing Date23 Feb 2021
Tender AmountRefer Documents 
Notes
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Costs

Summary

Tiruvarur District - Tnrris 2020-21 (additional Fund) Road Works - Kodavasal Block-package No.7/kdl/addl./tnrris/2020-21

Description

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BOQ Items

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DO_NOT_SHOW

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Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

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Chanage 0/0 - 0/960

960

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Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A

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Chanage 0/0 - 0/960

259.2

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Collection and supply of Gritty Gravel from approved quarry including cost and conveyance of all materials and all labour charges to stacking to department gauge for pre measurement etc.,complete Gravel for Berms

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Chanage 0/0 - 0/960

86.4

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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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Chanage 0/0 - 0/960

150.38

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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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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Chanage 0/0 - 0/960

270

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Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification.

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Chanage 0/0 - 0/960

270

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

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Chanage 0/0 - 0/960

3600

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Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.

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Chanage 0/0 - 0/960

3600

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Provision for Retaining wall Ch-0/0-0/015

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Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundation

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Ch-0/0-0/015

32.55

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Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete.

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Ch-0/0-0/015

3.49

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Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.

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Ch-0/0-0/015

4.65

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Cement Concrete 1:3:6 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.

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Ch-0/0-0/015

36.68

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Supplying and erection of centering for retaining wall and bathing ghat including cost and conveyance of all material and all labour charges etc, complete

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Ch-0/0-0/015

85.37

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Supplying and fixing of Bitumen bard

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Ch-0/0-0/015

4.19

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Supplying and fixing of 110mm dia PVC pipe including all charges complete

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Ch-0/0-0/015

15

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Supply and fixing of Name board

1

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Provision for HM Stone

4

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Provision for Sign board

4

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2.Strengtnening to Villiyanallur to Pulavanur road in Vishnupuram Panchayat ,R code : R 441,

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Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

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Chanage 0/0 -1/040

1248

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Picking the existing damaged BT Surface ,5Cm to 10cm old metalled surface and sectioning

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Chanage 0/0 -1/040

1040

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Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A

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Chanage 0/0 -1/040

312

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Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

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Chanage 0/0 -1/0

60

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Chanage 1/0 -1/040

2.4

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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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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Chanage 0/0 -1/0

225

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Chanage 1/0 -1/040

9

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Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification.

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Chanage 0/0 -1/0

225

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Chanage 1/0 -1/040

9

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

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Chanage 0/0 -1/0

3000

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Chanage 1/0 -1/040

120

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Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.

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Chanage 0/0 -1/0

3000

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Chanage 1/0 -1/040

120

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Provision for 0.900m Pipe culvert Ch- 0/650

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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Ch-0/630

23.76

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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Ch-0/630

3.16

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Cement concrete 1 : 4 : 8 mix using 40mm 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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Ch-0/630

4.2

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Cement concrete 1 : 3: 6 mix using 40mm 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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Ch-0/630

14.96

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Supplying & Erecting centering for sides & soffiots 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.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ).

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Ch-0/630

49.23

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Supplying & fixing of NP3 900mm dia. Pipe for culvert on first class bedding

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Ch-0/630

7.5

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Providing gravel cushion by layers including cost of gravel , conveyance charges , stacking charges, spreading & compacting charges etc complete

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Ch-0/630

7.93

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Provision for 1.50 m Slab culvert Ch- 0/995

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Earth work excavation in Hard stiff clay soil except hard rock requiring bleasting such as soft clay mixed sand as per SS 20B

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Ch-0/995

64.05

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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

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Ch-0/995

13.73

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Cement concrete 1 : 4: 8mix using 40mm HBG metal for foundation including watering , centering and shuttering 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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Ch-0/995

9.15

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Cement Concrete.1:3:6 using 40mm ISS HBG Mertal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.

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Ch-0/995

66.19

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Supplying & Erecting centering for sides & soffiots 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.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ).

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Ch-0/995 (Below Centering)

156.47

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Ch-0/995 (Above Centering)

12.13

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Cement concrete 1:2:4 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

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Ch-0/995

3.36

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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

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Ch-0/995

3.31

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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS

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Ch-0/995

0.35

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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

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Ch-0/995

15

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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

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Ch-0/995

4.5

-

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

-

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Ch-0/995

12

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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

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Ch-0/995

8.23

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Provision For Retaining wall Ch-0/400-0/440

-

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Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundation

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Ch-0/400-0/440

46.66

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Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete.

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-

-

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Ch-0/400-0/440

5

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Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.

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-

-

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Ch-0/400-0/440

6.67

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Cement Concrete 1:3:6 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.

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-

-

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Ch-0/400-0/440

81.6

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Supplying and erection of centering for retaining wall and bathing ghat including cost and conveyance of all material and all labour charges etc, complete

-

-

-

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Ch-0/400-0/440

145.76

-

-

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Supplying and fixing of Bitumen bard

-

-

-

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Ch-0/400-0/440

4.19

-

-

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Supplying and fixing of 110mm dia PVC pipe including all charges complete

-

-

-

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Ch-0/400-0/440

15.5

-

-

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Supply and fixing of Name board

1

-

-

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Provision for KM Stone

1

-

-

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Provision for HM Stone

4

-

-

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Provision for Sign Board

4

-

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3.Strengtnening to Sharguneshwarapuram School to AD colony salai in Sharguneshwarapuram Panchayat Road code : R120,

-

-

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Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

-

-

-

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Chanage 0/0 -0/750

900

-

-

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Picking the existing damaged BT Surface ,5Cm to 10cm old metalled surface and sectioning

-

-

-

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Chanage 0/0 -0/750

750

-

-

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Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A

-

-

-

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Chanage 0/0 -0/750

202.5

-

-

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Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

-

-

-

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Chanage 0/0 -0/750

45

-

-

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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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
Chanage 0/0 -0/750

158.4

-

-

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Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification.

-

-

-

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Chanage 0/0 -0/750

168.75

-

-

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

-

-

-

... More
Chanage 0/0 -0/750

2250

-

-

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Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.

-

-

-

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Chanage 0/0 -0/750

2250

-

-

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Supply and fixing of Name board

1

-

-

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Provision for HM Stone

3

-

-

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Provision for Sign Board

2

-

-

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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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