Public Works Roads Department Tender
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EMD
₹ 14,56,280Document Cost
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Description
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Contact
Tender Id
2018_PWD_9175_2Bid Award Id
ViewTender No
CE/MLCSNA/RIDF24/42/18-19/pt10Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999) (Pile diameter-1000 mm)
504
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-
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). (a)Initial and Routine load test.
450
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-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.B) RCC Grade M25 (i)Using concrete mixer.
170.28
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-
Levelling course for Pile cap as per clause 1100 & 1700 of MoSRT&H
12.15
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-
Reinforcement in Foundation:Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
41.75
-
-
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork F. RCC Grade M25 (a)Height upto 5m Case I:Using concrete Mixer
133.04
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-
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
14.43
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-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
101455.2
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-
Back filling behind abutment, wing wall and return wall completeas per drawing and Technical specification B. Sandy Material
80.49
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N)Without Plasticiser B. RCC Grade M25 Case I:Using Concrete Mixer (ii)For T-beam & slab (a) Height upto 5m
107.78
-
-
Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
17.5
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-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
17.36
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-
Construction of precast RCC railing of M30 Grade, aggregatesize not exceeding12 mm, true to line and grade, tolurence of vertical RCC post not to exceed1 in 500, centre to centre spacingbetween vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
75.72
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-
Drainage Spouts complete as per drawing and Technical specification
12
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-
Burried Joint (Providing and laying a burried expansion joint, expansiongap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placedsymmetrical to centre lineof the joint, resting freely over the top surfaces of the deck concrete, weldingof 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate , all as specified in clause 2604.)
22.5
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-
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) A) For plain surface
56.79
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-
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) B) For railing
75.72
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-
Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
56.79
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-
Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depthof 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval . Preparation & submission of Design calculation & Drawings of foundation , sub structure,Super structure as relevant IRC Codes and SSI Report , 2( two) each of Design& Drawing of each bridge to be submitted for approval and 8 ( eight)copies after approval of competent authority.
1
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-
ROAD WORK : 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 unserviceablematerials 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.
0.22
-
-
Cutting of treesincluding cutting of trunks,branchesand removal of stumps,roots,stacking of serviceable materials with all lifts and upto lead of 1000 mand earthfillingin the deepression/pits. (ii) Girth from 600 mm to 900 mm)
25
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-
Embankment Construction with Material obtained from Borrow Pits (Construction of embankment with approved materialobtained 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.) (a) From private land
17118.59
-
-
Constructionof Subgrade and Earthen Shoulders(Construction of subgrade and earthenshoulders with approvedmaterialobtained from borrow pits with all lifts & leads,transportingto site, spreading, grading to required slope and compacted to meet requirement of table (300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land
2429.95
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 4002) (Construction of granular sub-base by providing coarse graded material,spreadingin 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( with all lead and lift upto site .) (ii) for grading II material
285.47
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,wateringand compacting to the reqd. density( with all lead and lift upto site ) Grading III material
142.73
-
-
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS-15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80 mm thick having compressive strength of 40 N /mm2
1903.1
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-
Providing and laying M-40 Grade cement concrete edge block/Edge restraints complete as per technical specification cl.1504
35.1
-
-
Turfing with sods : Furnishing and laying of live sodsof perenial turf forming grass on embankment slope,verges or other locations shpwn on drawing or as directed by the engineer including preparation of ground,fetching of rods and watering
2160
-
-
Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c
240
-
-
Boulder apron laid in wire crates (Providingandlayingof boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.
220.26
-
-
Providing and laying Pitching on slopes laid over prepared filter mediaincludingboulderapronlaiddry in front of toe of embankment complete as per drawing and Technical specifications. A) Stone/ Boulder
210
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-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications
105
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-
Construction of cold weather bamoo bridge overall width of 3.70m and clear roadway 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m apart except for the navigable span which should be 3m . Post to be driven at least 180cm or more below ground level including providing 20cm to 25cm center to center and placed over 20cm dia,jungle wood dham, 15cm dia.jungle wood bracing collarfixed by bolts and nuts, straps etc. mature bholuka bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizontal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir rope, struts, nails etc. completewith a layer of brushwood to exposed portion out-side track way with earth topping complete as per direction of the department.
30
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-
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulatedlens 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 fixedto the groundby meansof properlydesign foundationwith M-15 gradeCementconcrete45cm x 45cm x 60cm, 60cm belowgroundlevelas per approveddrawingand sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(i)90 cm equilateral tringle
2
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-
Direction and place identification sign upto 0.9sqm size board. 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, 2mm thick with area not exceeding 0.9sqm 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)
1.08
-
-
'Direction and place identification sign more than 0.9sqm size board. 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, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. 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)
12
-
-
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section mmX75mmX5mm, 330mm long complete as per clause 810.)
120
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-
Br. no 1/1 on Karjan to Nasatra Road: RCC BRIDGE : Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiableplaces as directed( all members will be under custody of the contractor till taken over by th department.)scarfingand joining piles 25 cm to 30 cm dia Dressed to heartwood90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
45
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-
Labour for taking out old piles of the bridge and stacking them at suitable place as directed
45
-
-
Excavation for Structures (Earth work in excavationof foundation of structures as per drawing and technical specification, including setting out, constructionof shoringand bracing, removalof stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.I) Ordinary soil i) upto 3 m depth
424.7
-
-
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999) (Pile diameter-1000 mm)
504
-
-
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). (a)Initial and Routine load test.
345
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.B) RCC Grade M25 (i)Using concrete mixer.
170.28
-
-
Levelling course for Pile cap
12.29
-
-
Reinforcement in Foundation:Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
40
-
-
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork F. RCC Grade M25 (a)Height upto 5m Case I:Using concrete Mixer
138.21
-
-
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
19.21
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
213840
-
-
Back filling behind abutment, wing wall and return wall completeas per drawing and Technical specification B. Sandy Material
80.49
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N)Without Plasticiser B. RCC Grade M25 Case I:Using Concrete Mixer (ii)For T-beam & slab (a) Height upto 5m
229
-
-
Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
35.18
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
30.35
-
-
Construction of precast RCC railing of M30 Grade, aggregatesize not exceeding12 mm, true to line and grade, tolurence of vertical RCC post not to exceed1 in 500, centre to centre spacingbetween vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
107.92
-
-
Drainage Spouts complete as per drawing and Technical specification
22
-
-
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
22.5
-
-
Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depthof 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval . Preparation & submission of Design calculation & Drawings of foundation , sub structure,Super structure as relevant IRC Codes and SSI Report , 2( two) each of Design& Drawing of each bridge to be submitted for approval and 8 ( eight)copies after approval of competent authority.
1
-
-
ROAD WORK : 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 unserviceablematerials 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.
0.74
-
-
Cutting of treesincluding cutting of trunks,branchesand removal of stumps,roots,stacking of serviceable materials with all lifts and upto lead of 1000 mand earthfillingin the deepression/pits. (ii) Girth from 600 mm to 900 mm)
12
-
-
Embankment Construction with Material obtained from Borrow Pits (Construction of embankment with approved materialobtained 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.) (a) From private land
21073.45
-
-
Constructionof Subgrade and Earthen Shoulders(Construction of subgrade and earthenshoulders with approvedmaterialobtained from borrow pits with all lifts & leads,transportingto site, spreading, grading to required slope and compacted to meet requirement of table (300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land
2282.28
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 4002) (Construction of granular sub-base by providing coarse graded material,spreadingin 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( with all lead and lift upto site .) (ii) for grading II material
344.52
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,wateringand compacting to the reqd. density( with all lead and lift upto site ) Grading III material
158.19
-
-
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS-15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80 mm thick having compressive strength of 40 N /mm2
2106.25
-
-
Providing and laying M-40 Grade cement concrete edge block/Edge restraints complete as per technical specification cl.1504
36.08
-
-
Turfing with sods : Furnishing and laying of live sodsof perenial turf forming grass on embankment slope,verges or other locations shpwn on drawing or as directed by the engineer including preparation of ground,fetching of rods and watering
2880
-
-
Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c
245
-
-
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
446.18
-
-
Providing and laying Pitching on slopes laid over prepared filter mediaincludingboulderapronlaiddry in front of toe of embankment complete as per drawing and Technical specifications. A) Stone/ Boulder
110.85
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications
66.51
-
-
Construction of cold weather bamoo bridge overall width of 3.70m and clear roadway 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m apart except for the navigable span which should be 3m . Post to be driven at least 180cm or more below ground level including providing 20cm to 25cm center to center and placed over 20cm dia,jungle wood dham, 15cm dia.jungle wood bracing collarfixed by bolts and nuts, straps etc. mature bholuka bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizontal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir rope, struts, nails etc. completewith a layer of brushwood to exposed portion out-side track way with earth topping complete as per direction of the department.
45
-
-
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulatedlens 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 fixedto the groundby meansof properlydesign foundationwith M-15 gradeCementconcrete45cm x 45cm x 60cm, 60cm belowgroundlevelas per approveddrawingand sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(i)90 cm equilateral tringle
2
-
-
Direction and place identification sign upto 0.9sqm size board. 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, 2mm thick with area not exceeding 0.9sqm 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)
1.08
-
-
'Direction and place identification sign more than 0.9sqm size board. 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, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. 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)
12
-
-
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section mmX75mmX5mm, 330mm long complete as per clause 810.)
60
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-
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