Construction Of Rawlbuk To Lungtian Road Construction Of Road Using Cell Filled Concrete Technology, Saiha District-Mizoram

TDR : 24197595

Tender Notice
BOQ

Expired

Saiha District , Mizoram

Tender Brief : Construction Of Rawlbuk To Lungtian Road Construction Of Road Using Cell Filled Concrete Technology

Document Fees
₹ 5000 /-

EMD
₹ 1335000.0 /-

Tender Value
₹ 6.67 Crore /-

Submission Date
30-04-2020

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Name of Work: Construction of Rawlbuk to Lungtian Road. (0.00 kmp to 14.00 kmp). Amount put to Tender: Rs. 6,67,61,604.56/-
1	1	Compacting Original Ground.\n(ii) Compacting original ground supporting subgrade.\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.	Item13	10374.8	cum
2	2	Granular Sub-Base with well graded material (Table 400.1)\n(A) By Mix in Place Method.\nConstruction of granular sub-base by providing well 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 smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.\n(i) For Grading I Material.	Item14	2669.06	cum
3	3	Plastic Cell filled Cement / Grove Conrete Road with provision of edge stone. \nConstruction of Cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type concrete strength 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 spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of admixtures as approved, curing of concrete slabs for 14-days, including provision of edge stone.	Item15	3509.78	cum
4	4	Construction of earthen shoulder.\nConstruction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.	Item21	6403.32	Cum
5	5	Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.I. \nOrdinary soil (upto 3m depth)	Item22	420	Cum
6	6	Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.\nI. PCC Grade M10.\nNominal Mix 1 : 3 : 6 (hand mixing).	Item23	10.8	Cum
7	7	Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.\nII. Course rubble masonry (2nd sort).\n(iii) in cement mortar 1 : 5.	Item24	164	cum
8	8	Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8	Item25	91.2	cum
9	9	Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4.\nI. Random rubble masonry.	Item26	5.2	cum
10	10	Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204	Item27	50	Sqm
11	11	Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11.	Item28	10	Rm
12	12	Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203.\nII. Coursed rubble masonry.\n(ii) In 1 : 4 cement mortar.	Item41	186	Cum
13	13	Providing and laying parapet with pcc M15 as per drawing and technical specification clause 800 and 1208.4.\n(i) Nominal mix 1:2.5:5(Hand Mixing)	Item42	270	Cum
14	14	Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204	Item43	1404	Sqm
15	15	Providing concrete for plain/reinforced concretein open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.\nI. PCC grade M 10\nNominal Mix 1:3:6 (Hand Mixing)	Item70	4.15	Cum
16	16	Stone Masonry in cement mortar for substructure.\nII Course rubble masonry (2nd Sort)\n(i) in cement mortar 1:3.	Item71	24.2	Sqm
17	17	Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\ni) 5th kilometre stone (precast)	Item44	3	Nos
18	18	Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\nii) Ordinary kilometre stone (precast)	Item45	10	Nos
19	19	Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\niii) 200m stone (precast)	Item46	46	Nos
20	20	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nSpeed limit	Item47	2	Nos
21	21	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nLeft Hand Curve	Item48	20	Nos
22	22	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nRight Hand Curve	Item49	20	Nos
23	23	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nMen at Work	Item50	2	Nos
24	24	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nSchool	Item51	1	Nos
25	25	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nFalling Rocks	Item52	2	Nos
26	26	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nDestination Sign	Item53	1.62	Sqm
27	27	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nPlace Identification Sign	Item54	0.75	Sqm
28	28	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nAdvance Direction Sign	Item55	1.62	Sqm
29	29	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nDirection Sign	Item56	0.36	Sqm
30	30	Providing and fixing as per Guidelines:\nPMGSY Logo	Item57	7	Nos
31	31	Providing and fixing as per Guidelines:\nTitle Informatory Board	Item58	2	Nos
32	32	Providing and fixing as per Guidelines:\nCitizen Informatory Board	Item59	1	Nos
33	33.1	AMC for 1st Year	Item60	14	kms
34	33.2	AMC for 2nd Year	Item61	14	kms
35	33.3	AMC for 3rd Year	Item62	14	kms
36	33.4	AMC for 4th Year	Item63	14	kms
37	33.5	AMC for 5th Year	Item64	14	kms

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Mizoram Tenders

Construction Tenders

Road Construction Tenders

Road Work Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Construction Of Rawlbuk To Lungtian Road Construction Of Road Using Cell Filled Concrete Technology, Saiha District-Mizoram

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Name of Work: Construction of Rawlbuk to Lungtian Road. (0.00 kmp to 14.00 kmp). Amount put to Tender: Rs. 6,67,61,604.56/-
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Compacting Original Ground.\n(ii) Compacting original ground supporting subgrade.\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.	Item13	10374.8	cum
2	2	Granular Sub-Base with well graded material (Table 400.1)\n(A) By Mix in Place Method.\nConstruction of granular sub-base by providing well 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 smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.\n(i) For Grading I Material.	Item14	2669.06	cum
3	3	Plastic Cell filled Cement / Grove Conrete Road with provision of edge stone. \nConstruction of Cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type concrete strength 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 spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of admixtures as approved, curing of concrete slabs for 14-days, including provision of edge stone.	Item15	3509.78	cum
4	4	Construction of earthen shoulder.\nConstruction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.	Item21	6403.32	Cum
5	5	Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.I. \nOrdinary soil (upto 3m depth)	Item22	420	Cum
6	6	Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.\nI. PCC Grade M10.\nNominal Mix 1 : 3 : 6 (hand mixing).	Item23	10.8	Cum
7	7	Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.\nII. Course rubble masonry (2nd sort).\n(iii) in cement mortar 1 : 5.	Item24	164	cum
8	8	Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8	Item25	91.2	cum
9	9	Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4.\nI. Random rubble masonry.	Item26	5.2	cum
10	10	Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204	Item27	50	Sqm
11	11	Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11.	Item28	10	Rm
12	12	Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203.\nII. Coursed rubble masonry.\n(ii) In 1 : 4 cement mortar.	Item41	186	Cum
13	13	Providing and laying parapet with pcc M15 as per drawing and technical specification clause 800 and 1208.4.\n(i) Nominal mix 1:2.5:5(Hand Mixing)	Item42	270	Cum
14	14	Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204	Item43	1404	Sqm
15	15	Providing concrete for plain/reinforced concretein open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.\nI. PCC grade M 10\nNominal Mix 1:3:6 (Hand Mixing)	Item70	4.15	Cum
16	16	Stone Masonry in cement mortar for substructure.\nII Course rubble masonry (2nd Sort)\n(i) in cement mortar 1:3.	Item71	24.2	Sqm
17	17	Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\ni) 5th kilometre stone (precast)	Item44	3	Nos
18	18	Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\nii) Ordinary kilometre stone (precast)	Item45	10	Nos
19	19	Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\niii) 200m stone (precast)	Item46	46	Nos
20	20	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nSpeed limit	Item47	2	Nos
21	21	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nLeft Hand Curve	Item48	20	Nos
22	22	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nRight Hand Curve	Item49	20	Nos
23	23	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nMen at Work	Item50	2	Nos
24	24	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nSchool	Item51	1	Nos
25	25	Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nFalling Rocks	Item52	2	Nos
26	26	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nDestination Sign	Item53	1.62	Sqm
27	27	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nPlace Identification Sign	Item54	0.75	Sqm
28	28	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nAdvance Direction Sign	Item55	1.62	Sqm
29	29	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nDirection Sign	Item56	0.36	Sqm
30	30	Providing and fixing as per Guidelines:\nPMGSY Logo	Item57	7	Nos
31	31	Providing and fixing as per Guidelines:\nTitle Informatory Board	Item58	2	Nos
32	32	Providing and fixing as per Guidelines:\nCitizen Informatory Board	Item59	1	Nos
33	33.1	AMC for 1st Year	Item60	14	kms
34	33.2	AMC for 2nd Year	Item61	14	kms
35	33.3	AMC for 3rd Year	Item62	14	kms
36	33.4	AMC for 4th Year	Item63	14	kms
37	33.5	AMC for 5th Year	Item64	14	kms

Construction Of Rawlbuk To Lungtian Road Construction Of Road Using Cell Filled Concrete Technology, Saiha District-Mizoram

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us