Tender For 1.T01-Rolep Bridge To Zeeling Busty, 2. L026-Rolep Gate To Baksemten Via Nevarey., Gangtok-Sikkim

TDR : 56000375

Tender Notice
BOQ

28 Days Left

Gangtok , Sikkim

Tender Brief : Tender For 1.T01-Rolep Bridge To Zeeling Busty, 2. L026-Rolep Gate To Baksemten Via Nevarey.

Document Fees
₹ 500000 /-

EMD
₹ 5549875.0 /-

Tender Value
₹ 22.19 Crore /-

Submission Date
15-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	1.T01-Rolep Bridge to Zeeling busty
2	HILL CUTTING
3	Clearing and Grubbing Road Land (By manual means )
4	In areas of non thorny jungle(50%)
5	In areas of thorny jungle(50%)
6	Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead up to 30meters.
7	By Mechanical Means
8	Mixed Soil
9	Ordinary Rock
10	Filling
11	Throwing of Spoils (Loading & Unloading) by mechanical means
12	Loading
13	Unloading
14	Cost of haulage (1km)
15	PAVEMENT & SURFACING WORKS
16	Stone Soling 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: (Manual means)
17	Filling for road works Filling by supplying filling materials from outside in road works, in layers not exceeding 20cm in depth excluding carriage of materials and including consolidation of each layer by ramming, watering etc all complete by manual/mechanical means
18	Stone filling
19	Mixed filling(50%)
20	Theoritical consumption of stone filling
21	(Loading & Unloading) by mechanical means
22	Loading
23	Unloading
24	Cost of haulage (5km)Stone
25	(Loading & Unloading) by mechanical means
26	Loading
27	Unloading
28	Cost of haulage (5km)Mixed filling
29	Compacting Original Ground Compacting original ground supporting sub-grade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
30	Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
31	GSB-I 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.(By Mix in Place Method)
32	Cement Treated Sub Base Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.(For 5 per cent quantity of cement by weight of soil)
33	Cement Treated Base Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.(For 5 per cent quantity of cement by weight of soil)
34	Prime Coat Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
35	Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
36	Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type- B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishingto required level and grades as per Technical Specification Clause 509( By Manual Means) Type A Bitumen (S-90)
37	Consumption of Stock Materials (cement): Lead : 55 km
38	Loading and Unloading of Cement by Manual Means
39	Loading of Cement by manual means including a lead upto 30 m
40	Unloading of Cement by manual means including a lead upto 30 m
41	Cost of Haulage Excluding Loading and unloading.(For 55km)
42	Consumption of Stock Materials (Bitumen Emulsion): Lead : 135 km
43	Loading and Unloading of Bitumen Drums by Manual Means
44	Loading of Bitumen Drums by manual means including a lead upto 30 m
45	Unloading of Bitumen Drums by manual means including a lead upto 30 m
46	Cost of Haulage Excluding Loading and unloading.(For 135km)
47	Carriage of non stock materials (Aggregates) Lead = 65km
48	Loading and Unloading Mechanical Means
49	Loading by mechanical means including a lead upto 30 m
50	Unloading by mechanical means including a lead upto 30 m
51	Cost of Haulage Excluding Loading and unloading.(For 40km)
52	Carriage of non stock materials (Stone Boulders) Lead = 65km
53	Loading and Unloading Mechanical Means
54	Loading by mechanical means including a lead upto 30 m
55	Unloading by mechanical means including a lead upto 30 m
56	Cost of Haulage Excluding Loading and unloading.(For 65km)
57	Carriage of non stock materials (stone chips) Lead = 65km
58	Loading and Unloading Mechanical Means
59	Loading by mechanical means including a lead upto 30 m
60	Unloading by mechanical means including a lead upto 30 m
61	Cost of Haulage Excluding Loading and unloading.(For 65km)
62	PROTECTIVE WORKS
63	Landslide Slip Clearance Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
64	Throwing of Spoils (Loading & Unloading) by mechanical means
65	Loading
66	Unloading
67	Cost of haulage (1km)
68	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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
69	Throwing of Spoils only for (Breast wall)
70	Loading
71	Unloading
72	Cost of haulage (3km)
73	Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual Means)
74	Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2.5:5 mix. (1 cement, 2.5 coarse sand, 5 stone aggregate of 20mm & down size) Hand mixing.
75	Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
76	Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.( Random Rubble Masonry In 1:3cement mortar)
77	Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
78	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 conditioncomplete as per drawing and technical specification Clause 1204.3.8
79	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
80	Granular material
81	Sandy material
82	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
83	Consumption of Stock Materials (cement): Lead : 55 km
84	Loading and Unloading of Cement by Manual Means
85	Loading of Cement by manual means including a lead upto 30 m
86	Unloading of Cement by manual means including a lead upto 30 m
87	Cost of Haulage Excluding Loading and unloading.(For 55km)
88	Carriage of non stock materials (Aggregates/Stone Boulders) Lead = 65km
89	Loading and Unloading Mechanical Means
90	Loading by mechanical means including a lead upto 30 m
91	Unloading by mechanical means including a lead upto 30 m
92	Cost of Haulage Excluding Loading and unloading.(For 40km)
93	Carriage of non stock materials (Aggregates/Stone Boulders) Lead = 65km
94	Loading and Unloading Mechanical Means
95	Loading by mechanical means including a lead upto 30 m
96	Unloading by mechanical means including a lead upto 30 m
97	Cost of Haulage Excluding Loading and unloading.(For 65km)
98	Carriage of non stock materials (Sand) Lead = 65km
99	Loading and Unloading Mechanical Means
100	Loading by mechanical means including a lead upto 30 m
101	Unloading by mechanical means including a lead upto 30 m
102	Cost of Haulage Excluding Loading and unloading.(For 65km)
103	CROSS DRAIN /CULVERT
104	CROSS DRAIN (1X1)
105	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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
106	Stone Soling Providing and laying hand packed stone filling in building works with clean hard selected stones all complete.
107	Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2.5:5 mix. (1 cement, 2.5 coarse sand, 5 stone aggregate of 20mm & down size) Hand mixing.
108	Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.
109	(RCC )Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
110	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
111	(Formwork )Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber)
112	Floor slab, roof slab, landing, balcony and access platform.
113	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
114	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 conditioncomplete as per drawing and technical specification Clause 1204.3.8
115	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
116	Granular material
117	Sandy material
118	Consumption of Stock Materials (cement): Lead : 35 km
119	Loading and Unloading of Cement by Manual Means
120	Loading of Cement by manual means including a lead upto 30 m
121	Unloading of Cement by manual means including a lead upto 30 m
122	Cost of Haulage Excluding Loading and unloading.(For 55km)
123	Carriage of non stock materials (Aggregates/Stone Boulders) Lead = 40km
124	Loading and Unloading Mechanical Means
125	Loading by mechanical means including a lead upto 30 m
126	Unloading by mechanical means including a lead upto 30 m
127	Cost of Haulage Excluding Loading and unloading.(For 40km)
128	Carriage of non stock materials (Aggregates/Stone Boulders) Lead = 40km
129	Loading and Unloading Mechanical Means
130	Loading by mechanical means including a lead upto 30 m
131	Unloading by mechanical means including a lead upto 30 m
132	Cost of Haulage Excluding Loading and unloading.(For 40km)
133	Carriage of non stock materials (Sand) Lead = 40km
134	Loading and Unloading Mechanical Means
135	Loading by mechanical means including a lead upto 30 m
136	Unloading by mechanical means including a lead upto 30 m
137	Cost of Haulage Excluding Loading and unloading.(For 40km)
138	CD 5 nos (Total 6)
139	CULVERT (2X2)
140	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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
141	Stone Soling Providing and laying hand packed stone filling in building works with clean hard selected stones all complete.
142	Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2.5:5 mix. (1 cement, 2.5 coarse sand, 5 stone aggregate of 20mm & down size) Hand mixing.
143	Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.
144	Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
145	(RCC )Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
146	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
147	(Formwork )Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber)
148	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
149	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 conditioncomplete as per drawing and technical specification Clause 1204.3.8
150	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
151	Granular material
152	Sandy material
153	Consumption of Stock Materials (cement): Lead : 35 km
154	Loading and Unloading of Cement by Manual Means
155	Loading of Cement by manual means including a lead upto 30 m
156	Unloading of Cement by manual means including a lead upto 30 m
157	Cost of Haulage Excluding Loading and unloading.(For 55km)
158	Carriage of non stock materials (Aggregates/Stone Boulders) Lead = 40km
159	Loading and Unloading Mechanical Means
160	Loading by mechanical means including a lead upto 30 m
161	Unloading by mechanical means including a lead upto 30 m
162	Cost of Haulage Excluding Loading and unloading.(For 40km)
163	Carriage of non stock materials (Aggregates/Stone Boulders) Lead = 40km
164	Loading and Unloading Mechanical Means
165	Loading by mechanical means including a lead upto 30 m
166	Unloading by mechanical means including a lead upto 30 m
167	Cost of Haulage Excluding Loading and unloading.(For 40km)
168	Carriage of non stock materials (Sand) Lead = 40km
169	Loading and Unloading Mechanical Means
170	Loading by mechanical means including a lead upto 30 m
171	Unloading by mechanical means including a lead upto 30 m
172	Cost of Haulage Excluding Loading and unloading.(For 40km)
173	Culvert 7 nos (Total 8)
174	HILL SIDE DRAIN
175	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) mix of 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 vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.
176	Consumption of Stock Materials (cement): Lead : 55 km
177	Loading and Unloading of Cement by Manual Means
178	Loading of Cement by manual means including a lead upto 30 m
179	Unloading of Cement by manual means including a lead upto 30 m
180	Cost of Haulage Excluding Loading and unloading.(For 55km)
181	Carriage of non stock materials (Aggregates/Stone Boulders) Lead = 65km
182	Loading and Unloading Mechanical Means
183	Loading by mechanical means including a lead upto 30 m
184	Unloading by mechanical means including a lead upto 30 m
185	Cost of Haulage Excluding Loading and unloading.(For 65km)
186	Carriage of non stock materials (Aggregates/Stone Boulders) Lead = 65km
187	Loading and Unloading Mechanical Means
188	Loading by mechanical means including a lead upto 30 m
189	Unloading by mechanical means including a lead upto 30 m
190	Cost of Haulage Excluding Loading and unloading.(For 65km)
191	Carriage of non stock materials (Sand) Lead = 65km
192	Loading and Unloading Mechanical Means
193	Loading by mechanical means including a lead upto 30 m
194	Unloading by mechanical means including a lead upto 30 m
195	Cost of Haulage Excluding Loading and unloading.(For 65km)
196	ROAD FURNITURE
197	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
198	(Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
199	Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703
200	Ordinary Kilometer Stone (Precast)
201	200 m stone (precast)
202	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
203	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).
204	2. L026-Rolep gate to Baksemten via Nevarey.
205	Pavement Works
206	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
207	By Manual Means
208	In area of non-thorny jungle
209	By Mechanical Means
210	Construction of reference pillars as per Fig. 1600.1 (b) as per drawing andTechnical Specification Clause 1602.1
211	Construction of back piller as per Fig. 1600.1( c) as per drawing and TechnicalSpecification Clause 1602.3
212	Construction of Job pillers as per Fig. 1600.1 (d) and Technical SpecificationClause 1602.4
213	Filling Quantity
214	Earthwork in Hill Road
215	Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
216	Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
217	Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
218	Embankment/Sub-Grade
219	Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per TechnicalSpecification Clause 303.5.2.
220	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
221	Sub-Grade
222	GSB Shoulder
223	SUB-BASE
224	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. For Grading I Material
225	Add Extra widening at Curve & Bends
226	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: Manual means.
227	BASE LAYER
228	WBM-II
229	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
230	By Manual Means
231	Add Extra widening at Curve & Bends
232	WBM-III
233	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
234	By Manual Means
235	Add Extra widening at Curve & Bends
236	BITUMINOUS WORKS
237	Prime Coat
238	Low porosity
239	Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.
240	Add Extra widening at Curve & Bends
241	Tack Coat
242	Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
243	Add Extra widening at Curve & Bends
244	Surface Course
245	Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (TypeB) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. (type A).
246	Bitumen S 90
247	Add Extra widening at Curve & Bends
248	Haulage
249	Carriage for Stock & Non Stock Material
250	Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
251	Carriage on Surface road
252	Carriage on Un Surface road
253	Loading & Unloading
254	Stone Chips For MSS
255	Taking the density of stone chips=1550kg/m3
256	Carriage on Surface road
257	Carriage on Un Surface road
258	Loading & Unloading
259	Stone Agg . For GSB Vide Item 4a and 4b
260	Taking the density of stone Agg . For GSB=1870kg/m3
261	Carriage on Surface road
262	Carriage on Un Surface road
263	Loading & Unloading
264	e) Stone Agg. For WBM-II Vide Item 5a
265	Taking the density of stone chips=1870kg/m3
266	Carriage on Surface road
267	Carriage on Un Surface road
268	Loading & Unloading
269	f) Stone Agg. For WBM-III Vide Item 5b
270	Taking the density of stone chips=1870kg/m3
271	Carriage on Surface road
272	Carriage on Un Surface road
273	Loading & Unloading
274	Throwing Of spoils obtained from the earthwork with 1km distance
275	Vide item no 2b
276	Carriage on Un Surface road
277	Loading & Unloading
278	Carriage of Stone For Stone soiling
279	Carriage on Surface road
280	Carriage on Un Surface road
281	Loading & Unloading
282	ROAD SIGNAGE
283	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
284	Fixing of citizen board
285	Maintenance Information board
286	Fixing of road cautionary Sign
287	i) 600mm Equileteral
288	5th Kilometre Stone (precast)
289	Ordinary Kilometer Stone (Precast)
290	200 m stone (precast)
291	Providing and erecting direction and place identification retroreflectorised 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
292	Painting lines, dashes, arrows, etc. on roads in two coats on 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
293	Edge line marking
294	Stop line marking
295	Total
296	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)
297	Total
298	Total Cost Of Road Furniture
299	Slip Clearance
300	Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
301	Loading and Unloading
302	Haulage in unsurface road
303	Drain
304	Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side 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 cm with standard specification over 15 cm stone soling including providing & laying guard stone complete as per the direction of Engineer in Charge.
305	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) mix of 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 vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.
306	Cost of Haulage for Stock materials Excluding Loading and Unloading
307	Carriage on Surface road
308	Carriage on Un Surface road
309	Loading & Unloading
310	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
311	Taking the avarage density of sand=1840kg/m3
312	Carriage on Surface road
313	Carriage on Un Surface road
314	Loading & Unloading
315	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips
316	Taking the density of stone chips=1550kg/m3
317	Carriage on Surface road
318	Carriage on Un Surface road
319	Loading & Unloading
320	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone
321	Taking the avarage density of Stone=2200kg/m3
322	Carriage on Surface road
323	Carriage on Un Surface road
324	Loading & Unloading
325	Breast Wall
326	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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material
327	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: Manual means.
328	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing)
329	Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:3)
330	Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 130
331	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
332	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
333	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
334	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
335	Carriage on Surface road
336	Carriage on Un Surface road
337	Loading & Unloading
338	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
339	Taking the avarage density of sand=1840kg/m3
340	Carriage on Surface road
341	Carriage on Un Surface road
342	Loading & Unloading
343	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips
344	Taking the density of stone chips=1550kg/m3
345	Carriage on Surface road
346	Carriage on Un Surface road
347	Loading & Unloading
348	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone
349	Taking the avarage density of Stone=2200kg/m3
350	Carriage on Surface road
351	Carriage on Un Surface road
352	Loading & Unloading
353	Boulder Apron+Plum
354	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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material
355	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: Manual means.
356	Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 130
357	Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete
358	Carriage of Stock Materials
359	Cement and GI Wire
360	Carriage on Surface road
361	Carriage on Un Surface road
362	Loading & Unloading
363	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
364	Taking the avarage density of sand=1840kg/m3
365	Carriage on Surface road
366	Carriage on Un Surface road
367	Loading & Unloading
368	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips
369	Taking the density of stone chips=1550kg/m3
370	Carriage on Surface road
371	Carriage on Un Surface road
372	Loading & Unloading
373	Carriage of Non- stock materials by mechanical means(Stone):
374	Taking density of Stone :2200kg/m3
375	Carriage on Surface road
376	Carriage on Un Surface road
377	Loading & Unloading
378	Retaining Wall
379	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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material
380	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
381	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing)
382	Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:3)
383	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
384	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
385	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
386	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
387	Carriage on Surface road
388	Carriage on Un Surface road
389	Loading & Unloading
390	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
391	Taking the density of sand=1840kg/m3
392	Carriage on Surface road
393	Carriage on Un Surface road
394	Loading & Unloading
395	Carriage of Non- stock materials by mechanical means(Stone chips):
396	Taking the average density of stone chips = 1550kg/cum
397	Carriage on Surface road
398	Carriage on Un Surface road
399	Loading & Unloading
400	Carriage of Non- stock materials by mechanical means(Stone):
401	Taking density of Stone :2200kg/m3
402	Carriage on Surface road
403	Carriage on Un Surface road
404	Loading & Unloading
405	HPC (Hump Pipe Culvert)
406	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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
407	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
408	Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
409	Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
410	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed)
411	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, RCC Grade M 20, For height upto 5 m
412	Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
413	Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9Sand filling
414	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
415	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
416	Carriage on Surface road
417	Carriage on Un Surface road
418	Loading & Unloading
419	Steel
420	Carriage on Surface road
421	Carriage on Un Surface road
422	Loading & Unloading
423	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
424	Taking the density of sand=1840kg/m3
425	Carriage on Surface road
426	Carriage on Un Surface road
427	Loading & Unloading
428	Carriage of Non- stock materials by mechanical means(Stone chips):
429	Taking the average density of stone chips = 1550kg/cum
430	Carriage on Surface road
431	Carriage on Un Surface road
432	Loading & Unloading
433	Carriage of Non- stock materials by mechanical means(Stone):
434	Taking density of Stone :2200kg/m3
435	Carriage on Surface road
436	Carriage on Un Surface road
437	Loading & Unloading
438	Carriage of Hump Pipe for a distance 100km by transportation and Om by head load.
439	Loading and Unloading of NP2/NP3/NP4 Hume Pipe of all diameter.
440	Carriage on Surface road
441	Carriage on Un Surface road
442	RCC SLAB CULVERT
443	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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
444	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: Manual means.
445	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M 10)
446	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15)
447	Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:3) Coursed Rubble masonry 1st sort)
448	Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
449	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25)
450	Providing and laying cement concrete wearing course M 20 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
451	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
452	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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
453	Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
454	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
455	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
456	Carriage on Surface road
457	Carriage on Un Surface road
458	Loading & Unloading
459	Steel
460	Carriage on Surface road
461	Carriage on Un Surface road
462	Loading & Unloading
463	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
464	Taking the density of sand=1840kg/m3
465	Carriage on Surface road
466	Carriage on Un Surface road
467	Loading & Unloading
468	Carriage of Non- stock materials by mechanical means(Stone chips):
469	Taking the average density of stone chips = 1550kg/cum
470	Carriage on Surface road
471	Carriage on Un Surface road
472	Loading & Unloading
473	Carriage of Non- stock materials by mechanical means(Stone):
474	Taking density of Stone :2200kg/m3
475	Carriage on Surface road
476	Carriage on Un Surface road
477	Loading & Unloading Please Enable Macros to View BoQ information

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