Tender For Construction Of Road And Bridge Work - T20-Pacheykhani Khanal Turning To Losing And 6 Other Works, East Sikkim-Sikkim

TDR : 42698276

Tender Notice
BOQ

Expired

East Sikkim , Sikkim

Tender Brief : Tender For Construction Of Road And Bridge Work - T20-Pacheykhani Khanal Turning To Losing And 6 Other Works

Document Fees
₹ 200000 /-

EMD
₹ 7940211.0 /-

Tender Value
₹ 31.76 Crore /-

Submission Date
12-03-2024

Competition Type
Indian

Bidding Type
Tender

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1	T20-Pacheykhani Khanal Turning to Losing
2	Flexiable Pavement
3	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4	Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
5	Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent neededto maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
6	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.Only Shoulder Portion (GSB)
7	Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
8	Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
9	TACK COAT->
10	Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
11	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
12	Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
13	Carriage on Surface road
14	Loading & Unloading
15	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
16	Carriage on Surface road
17	Loading & Unloading
18	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.Stone chips for CTB
19	Carriage on Surface road
20	Loading & Unloading
21	Stone Chips For MSS
22	Carriage on Surface road
23	Loading & Unloading
24	Road Furniture
25	Informatory Sign board with Logo
26	Fixing of citizen board
27	Maintenance Information board
28	i)900mm equilateral triangle
29	Fixing of 5th KM stone
30	Fixing of Ordinary KM stone
31	Fixing of 200mtr stone
32	Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
33	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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).
34	Slip Clearance
35	Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.
36	Loading & Unloading
37	Haulage
38	H.S. Drain
39	Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) inside walls thickness of 23 cm (hill side) and 30 cm (road side)and 1:3:6 (20 mm & down) base concrete of thickness of 15 cmwith standard specification over 15 cm stone soling including providing & laying guard stones complete, as per thedirection of theEngineer in Charge. As per Clause 13.2 of SOR other works
40	Providing and laying standard \"V\" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mixof 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction ofthe Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)
41	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
42	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
43	Carriage of Stock Materials (Cement )
44	Carriage on Surface road
45	Loading & Unloading
46	Carriage of Non-Stock Materials (Sand )
47	Carriage on Surface road
48	Loading & Unloading
49	Carriage of Non-Stock Materials (Stone Chips )
50	Carriage on Surface road
51	Loading & Unloading
52	Carriage of Non-Stock Materials (Stone )
53	Carriage on Surface road
54	Loading & Unloading
55	Protection Work (Retaining Wall, Breast Wall)
56	Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
57	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
58	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
59	Stone masonry in cement mortar for substructure completeas per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
60	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
61	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
62	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
63	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 and technical specification Clauses 614, 709, 1204.3.7
64	Carriage of Stock Materials (Cement )
65	Carriage on Surface road
66	Loading & Unloading
67	Carriage of Non-Stock Materials (Sand )
68	Carriage on Surface road
69	Loading & Unloading
70	Carriage of Non-Stock Materials (Stone Chips )
71	Carriage on Surface road
72	Loading & Unloading
73	Carriage of Non-Stock Materials (Stone )
74	Carriage on Surface road
75	Loading & Unloading
76	Cross Drainage Work
77	RCC SLAB CULVERT
78	1X1X1.5
79	T03-Kewzing to Dalep
80	FLEXIBLE PAVEMENT
81	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
82	Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
83	Preparation and surface treatment of formation by removing mud and slurry, watering to the extent neededto maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
84	Construction of hard shoulders with GSB materialwith all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
85	Cement Treatedwith Crushed Rock or combination as per clause 401.2.2 and Table 400-I Grading-I in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
86	Cement Treatedwith Crushed Rock or combination as per clause 401.2.2 and Table 400-I Grading-I in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
87	Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
88	Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
89	TACK COAT->
90	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hardaggregates of 13.2mm to 0.09mm (Type \"B\") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
91	Cost of Haulage for Stock materials Excluding Loading and Unloading
92	Carriage on Surface road
93	Carriage on Un Surface road
94	Loading & Unloading
95	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB & 5% Cement (CTB)
96	Carriage on Surface road
97	Carriage on Un Surface road
98	Loading & Unloading
99	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
100	a) Stone Chips For CTSB
101	Carriage on Surface road
102	Carriage on Un Surface road
103	Loading & Unloading
104	a) Stone Chips For CTB
105	Carriage on Surface road
106	Carriage on Un Surface road
107	Loading & Unloading
108	a) Stone Chips For MSS
109	Carriage on Surface road
110	Carriage on Un Surface road
111	Loading & Unloading
112	ROAD FURNITUIRE
113	Informatory Sign board with Logo
114	Fixing of citizen board
115	Maintenance Information board
116	i)900mm equilateral triangle
117	ii)600mm Circular
118	Fixing of 5th KM stone
119	Fixing of Ordinary KM stone
120	Fixing of 200mtr stone
121	Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
122	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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).
123	H.S. DRAIN
124	Providing and laying standard \"V\" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mixof 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction ofthe Engineer- in - Charge. As per Clause 13.5 of SOR other works
125	Cost of Haulage for Stock materials Excluding Loading and Unloading
126	Carriage on Surface road
127	Carriage on Un Surface road
128	Loading & Unloading
129	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
130	Carriage on Surface road
131	Carriage on Un Surface road
132	Loading & Unloading
133	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
134	Carriage on Surface road
135	Carriage on Un Surface road
136	Loading & Unloading
137	Stone
138	Carriage on Surface road
139	Carriage on Un Surface road
140	Loading & Unloading
141	PROTECTION WALL(BREAST WALL & RETAINING WALL)
142	Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material..
143	Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:
144	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
145	Stone masonry in cement mortar for substructure completeas per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
146	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
147	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
148	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
149	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 and technical specification Clauses 614, 709, 1204.3.7
150	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
151	Carriage on Surface road
152	Carriage on Un Surface road
153	Loading & Unloading
154	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
155	Carriage on Surface road
156	Carriage on Un Surface road
157	Loading & Unloading
158	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
159	Carriage on Surface road
160	Carriage on Un Surface road
161	Loading & Unloading
162	b)Stone
163	Carriage on Surface road
164	Carriage on Un Surface road
165	Loading & Unloading
166	CROSS DRAINAGE WORK
167	RCC SLAB Culvert
168	1x1x1.5
169	T06-Link road from Ralong Gumpa to Namlung
170	Flexiable Pavement
171	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
172	Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
173	Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent neededto maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
174	Dismentaling
175	Below foundation
176	Slab
177	Construction of hard shoulders with GSB materialwith all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
178	Profile Correctionwith approved material obtained from borrow pits with all lifts and leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
179	Construction 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
180	Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
181	Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
182	TACK COAT->
183	Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
184	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
185	Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
186	Carriage on Surface road
187	Carriage on Un Surface road
188	Loading & Unloading
189	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
190	Carriage on Surface road
191	Carriage on Un Surface road
192	Loading & Unloading
193	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.Stone chips for CTB
194	Carriage on Surface road
195	Carriage on Un Surface road
196	Loading & Unloading
197	Stone Chips For MSS
198	Carriage on Surface road
199	Carriage on Un Surface road
200	Loading & Unloading
201	Road Furniture
202	Informatory Sign board with Logo
203	Fixing of citizen board
204	Maintenance Information board
205	i)900mm equilateral triangle
206	ii)600mm Circular
207	Fixing of 5th KM stone
208	Fixing of Ordinary KM stone
209	Fixing of 200mtr stone
210	Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
211	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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).
212	H.S. Drain
213	Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) inside walls thickness of 23 cm (hill side) and 30 cm (road side)and 1:3:6 (20 mm & down) base concrete of thickness of 15 cmwith standard specification over 15 cm stone soling including providing & laying guard stones complete, as per thedirection of theEngineer in Charge. As per Clause 13.2 of SOR other works
214	Providing and laying standard \"V\" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mixof 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction ofthe Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)
215	Carriage of Stock Materials (Cement )
216	Carriage on Surface road
217	Carriage on Un Surface road
218	Loading & Unloading
219	Carriage of Non-Stock Materials (Sand )
220	Carriage on Surface road
221	Carriage on Un Surface road
222	Loading & Unloading
223	Carriage of Non-Stock Materials (Stone Chips )
224	Carriage on Surface road
225	Carriage on Un Surface road
226	Loading & Unloading
227	Carriage of Non-Stock Materials (Stone )
228	Carriage on Surface road
229	Carriage on Un Surface road
230	Loading & Unloading
231	Protecton Work
232	Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
233	Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:
234	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
235	Stone masonry in cement mortar for substructure completeas per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
236	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
237	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
238	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
239	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 and technical specification Clauses 614, 709, 1204.3.7
240	Carriage of Stock Materials (Cement )
241	Carriage on Surface road
242	Carriage on Un Surface road
243	Loading & Unloading
244	Carriage of Non-Stock Materials (Sand )
245	Carriage on Surface road
246	Carriage on Un Surface road
247	Loading & Unloading
248	Carriage of Non-Stock Materials (Stone Chips )
249	Carriage on Surface road
250	Carriage on Un Surface road
251	Loading & Unloading
252	Carriage of Non-Stock Materials (Stone )
253	Carriage on Surface road
254	Carriage on Un Surface road
255	Loading & Unloading
256	Cross Drainage Work
257	RCC SLAB CULVERT
258	1X1X1.5
259	1x2x2
260	T18-Rakyong Tinkitam to Makthang
261	Flexible Pavement
262	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
263	Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
264	Preparation and surface treatment of formation by removing mud and slurry, watering to the extent neededto maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
265	Dismentaling
266	Below foundation
267	Slab
268	Construction of hard shoulders with GSB materialwith all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
269	Construction 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
270	Cement Treatedwith Crushed Rock or combination as per clause 401.2.2 and Table 400-I Grading-I in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
271	Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
272	TACK COAT->
273	Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
274	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
275	Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
276	Carriage on Surface road
277	Carriage on Un Surface road
278	Loading & Unloading
279	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
280	Carriage on Surface road
281	Carriage on Un Surface road
282	Loading & Unloading
283	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.Stone chips for CTB
284	Carriage on Surface road
285	Carriage on Un Surface road
286	Loading & Unloading
287	Stone Chips For MSS
288	Carriage on Surface road
289	Carriage on Un Surface road
290	Loading & Unloading
291	Road Furniture
292	Informatory Sign board with Logo
293	Fixing of citizen board
294	Maintenance Information board
295	i)900mm equilateral triangle
296	ii)600mm Circular
297	Fixing of 5th KM stone
298	Fixing of Ordinary KM stone
299	Fixing of 200mtr stone
300	Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
301	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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).
302	H.S. Drain
303	Providing and laying standard \"V\" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mixof 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction ofthe Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)
304	Carriage of Stock Materials (Cement )
305	Carriage on Surface road
306	Carriage on Un Surface road
307	Loading & Unloading
308	Carriage of Non-Stock Materials (Sand )
309	Carriage on Surface road
310	Carriage on Un Surface road
311	Loading & Unloading
312	Carriage of Non-Stock Materials (Stone Chips )
313	Carriage on Surface road
314	Carriage on Un Surface road
315	Loading & Unloading
316	Carriage of Non-Stock Materials (Stone )
317	Carriage on Surface road
318	Carriage on Un Surface road
319	Loading & Unloading
320	Protection Work
321	Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
322	Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:
323	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
324	Stone masonry in cement mortar for substructure completeas per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
325	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
326	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
327	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
328	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 and technical specification Clauses 614, 709, 1204.3.7
329	Carriage of Stock Materials (Cement )
330	Carriage on Surface road
331	Carriage on Un Surface road
332	Loading & Unloading
333	Carriage of Non-Stock Materials (Sand )
334	Carriage on Surface road
335	Carriage on Un Surface road
336	Loading & Unloading
337	Carriage of Non-Stock Materials (Stone Chips )
338	Carriage on Surface road
339	Carriage on Un Surface road
340	Loading & Unloading
341	Carriage of Non-Stock Materials (Stone )
342	Carriage on Surface road
343	Carriage on Un Surface road
344	Loading & Unloading
345	Cross Drainage Work
346	RCC SLAB CULVERT
347	1X1X1.5
348	T04-Tinkitam Road to Lower Tinkitam
349	Flexiable Pavement
350	Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
351	Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent neededto maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
352	Construction of hard shoulders with GSB materialwith all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
353	Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
354	CTSB
355	CTB
356	Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
357	TACK COAT->
358	Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
359	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
360	Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
361	Carriage on Surface road
362	Carriage on Un Surface road
363	Loading & Unloading
364	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
365	Carriage on Surface road
366	Carriage on Un Surface road
367	Loading & Unloading
368	Stone chips for CTSB
369	Carriage on Surface road
370	Carriage on Un Surface road
371	Loading & Unloading
372	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.Stone chips for CTB
373	Carriage on Surface road
374	Carriage on Un Surface road
375	Loading & Unloading
376	Stone Chips For MSS
377	Carriage on Surface road
378	Carriage on Un Surface road
379	Loading & Unloading
380	Road Furniture
381	Informatory Sign board with Logo
382	Fixing of citizen board
383	Maintenance Information board
384	i)900mm equilateral triangle
385	ii)600mm Circular
386	Fixing of 5th KM stone
387	Fixing of Ordinary KM stone
388	Fixing of 200mtr stone
389	Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
390	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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).
391	H.S. Drain
392	Providing and laying standard \"V\" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mixof 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction ofthe Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)
393	Carriage of Stock Materials (Cement )
394	Carriage on Surface road
395	Carriage on Un Surface road
396	Loading & Unloading
397	Carriage of Non-Stock Materials (Sand )
398	Carriage on Surface road
399	Carriage on Un Surface road
400	Loading & Unloading
401	Carriage of Non-Stock Materials (Stone Chips )
402	Carriage on Surface road
403	Carriage on Un Surface road
404	Loading & Unloading
405	Carriage of Non-Stock Materials (Stone )
406	Carriage on Surface road
407	Carriage on Un Surface road
408	Loading & Unloading
409	Protection Work
410	Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
411	Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:
412	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
413	Stone masonry in cement mortar for substructure completeas per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
414	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
415	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
416	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
417	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 and technical specification Clauses 614, 709, 1204.3.7
418	Carriage of Stock Materials (Cement )
419	Carriage on Surface road
420	Carriage on Un Surface road
421	Loading & Unloading
422	Carriage of Non-Stock Materials (Sand )
423	Carriage on Surface road
424	Carriage on Un Surface road
425	Loading & Unloading
426	Carriage of Non-Stock Materials (Stone Chips )
427	Carriage on Surface road
428	Carriage on Un Surface road
429	Loading & Unloading
430	Carriage of Non-Stock Materials (Stone )
431	Carriage on Surface road
432	Carriage on Un Surface road
433	Loading & Unloading
434	Cross Drainage Work
435	RCC SLAB CULVERT
436	1X1X1.5
437	T11-Bermiok Bazaar to Berthang via Middle Martam
438	Flexiable Pavement
439	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
440	Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
441	Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent neededto maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
442	Dismentaling
443	Below foundation
444	Slab
445	Removing Pipe
446	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.Only shoulder portion
447	Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3per centslaked lime having minimum content of 70 per centof CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade (Rate as per SOR2020)
448	Construction 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
449	Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
450	CTB
451	Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
452	TACK COAT->
453	Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
454	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
455	Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
456	Carriage on Surface road
457	Carriage on Un Surface road
458	Loading & Unloading
459	Cost of Haulage for Lime
460	Carriage on Surface road
461	Carriage on Un Surface road
462	Loading & Unloading
463	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
464	Carriage on Surface road
465	Carriage on Un Surface road
466	Loading & Unloading
467	Stone Chips For CTB
468	Carriage on Surface road
469	Carriage on Un Surface road
470	Loading & Unloading
471	Stone Chips For MSS
472	Carriage on Surface road
473	Carriage on Un Surface road
474	Loading & Unloading
475	Road Furniture
476	Informatory Sign board with Logo
477	Fixing of citizen board
478	Maintenance Information board
479	900mm equilateral triangle
480	ii)600mm Circular
481	Fixing of 5th KM stone
482	Fixing of Ordinary KM stone
483	Fixing of 200mtr stone
484	Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
485	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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).
486	Slip Clearance
487	Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.
488	Throwing of Spoils
489	Haulage
490	H.S. Drain
491	Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) inside walls thickness of 23 cm (hill side) and 30 cm (road side)and 1:3:6 (20 mm & down) base concrete of thickness of 15 cmwith standard specification over 15 cm stone soling including providing & laying guard stones complete, as per thedirection of theEngineer in Charge. As per Clause 13.2 of SOR other works
492	Providing and laying standard \"V\" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mixof 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction ofthe Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)
493	Carriage of Stock Materials (Cement )
494	Carriage on Surface road
495	Carriage on Un Surface road
496	Loading & Unloading
497	Carriage of Non-Stock Materials (Sand )
498	Carriage on Surface road
499	Carriage on Un Surface road
500	Loading & Unloading

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Tender For Construction Of Road And Bridge Work - T20-Pacheykhani Khanal Turning To Losing And 6 Other Works, East Sikkim-Sikkim

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Tender For Construction Of Road And Bridge Work - T20-Pacheykhani Khanal Turning To Losing And 6 Other Works, East Sikkim-Sikkim

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