Public Works Roads Department Tender
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Costs
EMD
₹ 11,34,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Mahmora Ali With Rcc Bridge No 9by2 At 9th Km In Sivasagar District Under Nlcpr For 2012-13 In Pwd Charaideo Rural Road Division Sonari (balance Work )
Description
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Contact
Tender Id
2020_PWD_18066_1Bid Award Id
ViewTender No
NIT/ACE/EZ/136/2020/12Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Plain / Reinforced Cement concrete, in well foundationcomplete as per drawing and technical specification including steel shuteering formwork A. Well steining I) RCC M- 20 grade Case I : Using concrete mixer.
848.19
-
8300
Plain / Reinforced Cement concrete, in well foundationcomplete as per drawing and technical specification including steel shuteering formwork. A. Bottom Plug II) PCC grade M-20 Case - I : Using concrete mixer.
224.15
-
8700
Plain / Reinforced Cement concrete, in well foundationcomplete as per drawing and technical specification including steel shuteering formwork A. Top Plug i) PCC grade M-20 Case - I : using concrete mixer.
24.39
-
9200
Plain / Reinforced Cement concrete, in well foundationcomplete as per drawing and technical specification including steel shuteering formwork A. Well Cap I) RCC M - 20 grade Case - I : using concrete mixer.
216.49
-
9500
Sinking of 6 m external diameter Well throgh all types of soil -other than pneumatic method of sinking through all types of strata namley sandy soil and rock as shown againest each case , complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level . . A. Sandy Soil I) Depth below Bed level up to 3.0m
3
-
8700
Sinking of 6 m external diameter Well throgh all types of soil -other than pneumatic method of sinking through all types of strata namley sandy soil and rock as shown againest each case , complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level . A. Sandy Soil I) Beyond 3.0 m upto 10.0 m depth
7
-
16000
Sinking of 6 m external diameter Well throgh all types of soil -other than pneumatic method of sinking through all types of strata namley sandy soil and rock as shown againest each case , complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level . A. Sandy Soil I) Beyond 10.0 m upto 20.0 m depth
18.6
-
20000
Sinking of 7 m external diameter Well throgh all types of soil -other than pneumatic method of sinking through all types of strata namley sandy soil and rock as shown againest each case , complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level . A. Sandy Soil I) Depth below Bed level up to 3.0m
3
-
8900
Sinking of 7 m external diameter Well throgh all types of soil -other than pneumatic method of sinking through all types of strata namley sandy soil and rock as shown againest each case , complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level . A. Sandy Soil . I) Beyond 3.0 m upto 10.0 m depth
7
-
16500
Sinking of 7 m external diameter Well throgh all types of soil -other than pneumatic method of sinking through all types of strata namley sandy soil and rock as shown againest each case , complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level . A. Sandy Soil . I) Beyond 10.0 m upto 20.0 m depth
22
-
22000
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1245.81
-
900
Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT reinforcement bar in foundation complete as per drawing and technical specification
a) With TATA make TMT-CRS ( Fe-500 Grade) rebar
65.14
-
79800
Sub-Structure: Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. A. RCC Grade M 25
1.Height up to 5.0 m Case – I : Using Concrete Mixer
386.46
-
8500
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
41.61
-
79800
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
0.5
-
79800
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
130
-
140
Back filling behind Abutment , Wing Wall and return wall complete as per drawing and Technical specification
B) Granular material
175.72
-
900
Supplying, fitting, and fixing in position true to line and level cast steel rocker bearing conforming to IRC:83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1485
-
980
Supplying, fitting, and fixing in position true to line and level cast steel rocker bearing conforming to IRC:83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1485
-
980
Super-Structure: Furnishing and placing reinforced / Prestressed cement concrete in superstructure including providing plastisizer , air entraining and water reducing plastisizer and steel shuttering formwork.
RCC Grade M 35 Case - I : Using Concrete Mixer i) For T-beam & slab Height 5m to 10m
642
-
12000
Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications.
83.98
-
79800
High tensile steel wires/ strands including all acessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.
17.06
-
172000
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
51.59
-
13250
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
225.42
-
2100
Drainage spouts complete as per approved drawings and technical specifications.
24
-
8300
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.25
-
6700
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification Cl 800 and 1211
15.75
-
12000
Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
33.8
-
14000
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i) By Manual Means, (A) In area of light jungle
0.16
-
3000
Construction of Embankment with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
15647.99
-
200
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) from private land
2682.14
-
220
Furnishing and laying of the live sods of perennial turforming grass on embankment slope , verges or other locations shown on the drawing or as directed by the engineer including preparation of ground
11529.16
-
18
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per cl 401. By mix in place method (i) For grading II Material
394.25
-
1650
Road Furniture: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
6.5
-
400
Providing and erecting direction and place identification Retro-Reflectrorised sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
6.5
-
600
Supplying,fitting and fixing RCC guard post 150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.
160
-
80
Protection Work: Providing and laying boulder apron laid in wire crates made with 4mm GI wire conforming to IS :280 & IS:4826 in 100mmx100 mm mesh (weaved diagonally) including 10% extra of laps and joints
1016.67
-
1000
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications
A. Stone/Boulder
4315.03
-
600
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
1077.34
-
550
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