Tender For Construction Of Rural Connectivity Roads Under Pradhan Mantri Gram Sadak Yojana (Pmgsy-Iv Batch-I), Gangtok-Sikkim

TDR : 56000417

Tender Notice
BOQ

18 Days Left

Gangtok , Sikkim

Tender Brief : Tender For Construction Of Rural Connectivity Roads Under Pradhan Mantri Gram Sadak Yojana (Pmgsy-Iv Batch-I)

Document Fees
₹ 100000 /-

EMD
₹ 1407500.0 /-

Tender Value
₹ 5.63 Crore /-

Submission Date
15-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	T10-Upper Rabikhola To Rabikhola primary school
2	Pavement Works
3	Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
4	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.
5	Filling Quantity
6	Earthwork in Hill Road
7	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
8	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.
9	Embankment/Sub-Grade
10	Compacting original ground supporting subgrade 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.
11	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
12	Sub-Grade
13	Earthen Shoulder
14	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 (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading
15	BASE LAYER
16	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 (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading
17	BITUMINOUS WORKS
18	Prime Coat
19	Low porosity
20	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
21	Tack Coat
22	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 TechnicalSpecification Clause 503.
23	Surface Course
24	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 finishing to required level and grades as per Technical Specification Clause 509
25	By Manual Means (II) Bitumen (S-65)
26	Haulage
27	Carriage for Stock & Non Stock Material
28	Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
29	Carriage on Surface road
30	Carriage on Un Surface road
31	Loading & Unloading
32	b) Stone Chips For MSS
33	Taking the density of stone chips=1870kg/m3
34	Carriage on Surface road
35	Carriage on Un Surface road
36	Loading & Unloading
37	c) Stone Chips For GSB Vide Item 4a
38	Taking the density of stone chips=1870kg/m3
39	53 mm to 9.5 mm @ 50 per cent
40	9.5 mm to 2.36 mm @ 20 per cent
41	2.36 mm below @ 30 per cent
42	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
43	Taking the density of cement=1440kg/m3
44	Carriage on Surface road
45	Carriage on Un Surface road
46	Loading & Unloading
47	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
48	a) Stone Chips For CTB
49	Taking the density of stone chips=1870kg/m3
50	Carriage on Surface road
51	Carriage on Un Surface road
52	Loading & Unloading
53	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB)
54	Taking the density of cement=1440kg/m3
55	Carriage on Surface road
56	Carriage on Un Surface road
57	Loading & Unloading
58	Throwing Of spoils obtained from the earthwork with 1km distance
59	Vide item no 2b
60	Carriage on Un Surface road
61	Loading & Unloading
62	ROAD SIGNAGE
63	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
64	Fixing of citizen board
65	Maintenance Information board
66	Fixing of road cautionary Sign
67	i) 900mm equilateral triangle
68	ii) 600mm Circular
69	Ordinary Kilometer Stone (Precast)
70	200 m stone (precast)
71	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
72	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
73	Edge line marking
74	Stop line marking
75	Total
76	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)
77	Total
78	Slip Clearance
79	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 (to be paid on actual)
80	Drain
81	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.
82	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.
83	Cost of Haulage for Stock materials Excluding Loading and Unloading
84	Carriage on Surface road
85	Carriage on Un Surface road
86	Loading & Unloading
87	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
88	Taking the avarage density of sand=1840kg/m3
89	Carriage on Surface road
90	Carriage on Un Surface road
91	Loading & Unloading
92	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips
93	Taking the density of stone chips=1870kg/m3
94	Carriage on Surface road
95	Carriage on Un Surface road
96	Loading & Unloading
97	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone
98	Taking the avarage density of Stone=2200kg/m3
99	Carriage on Surface road
100	Carriage on Un Surface road
101	Loading & Unloading
102	Breast Wall
103	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
104	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
105	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)
106	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)
107	Backfilling behind abutment,wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 Sandy Material
108	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
109	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
110	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
111	Carriage on Surface road
112	Carriage on Un Surface road
113	Loading & Unloading
114	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
115	Taking the avarage density of sand=1840kg/m3
116	Carriage on Surface road
117	Carriage on Un Surface road
118	Loading & Unloading
119	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips
120	Taking the density of stone chips=1870kg/m3
121	Carriage on Surface road
122	Carriage on Un Surface road
123	Loading & Unloading
124	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone
125	Taking the avarage density of Stone=2200kg/m3
126	Carriage on Surface road
127	Carriage on Un Surface road
128	Loading & Unloading
129	Breast Wall
130	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
131	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
132	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)
133	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)
134	Backfilling behind abutment,wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 Sandy Material
135	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
136	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
137	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
138	Carriage on Surface road
139	Carriage on Un Surface road
140	Loading & Unloading
141	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
142	Taking the avarage density of sand=1840kg/m3
143	Carriage on Surface road
144	Carriage on Un Surface road
145	Loading & Unloading
146	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips
147	Taking the density of stone chips=1870kg/m3
148	Carriage on Surface road
149	Carriage on Un Surface road
150	Loading & Unloading
151	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone
152	Taking the avarage density of Stone=2200kg/m3
153	Carriage on Surface road
154	Carriage on Un Surface road
155	Loading & Unloading
156	Retaining Wall (2M)
157	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
158	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
159	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)
160	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)
161	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
162	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
163	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
164	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
165	Carriage on Surface road
166	Carriage on Un Surface road
167	Loading & Unloading
168	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
169	Taking the density of sand=1840kg/m3
170	Carriage on Surface road
171	Carriage on Un Surface road
172	Loading & Unloading
173	Carriage of Non- stock materials by mechanical means(Stone chips):
174	Taking the average density of stone chips = 1870kg/cum
175	Carriage on Surface road
176	Carriage on Un Surface road
177	Loading & Unloading
178	Carriage of Non- stock materials by mechanical means(Stone):
179	Taking density of Stone :2200kg/m3
180	Carriage on Surface road
181	Carriage on Un Surface road
182	Loading & Unloading
183	Retaining Wall 3M
184	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
185	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
186	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)
187	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)
188	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
189	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
190	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
191	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
192	Carriage on Surface road
193	Carriage on Un Surface road
194	Loading & Unloading
195	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
196	Taking the density of sand=1840kg/m3
197	Carriage on Surface road
198	Carriage on Un Surface road
199	Loading & Unloading
200	Carriage of Non- stock materials by mechanical means(Stone chips):
201	Taking the average density of stone chips = 1870kg/cum
202	Carriage on Surface road
203	Carriage on Un Surface road
204	Loading & Unloading
205	Taking density of Stone :2200kg/m3
206	Carriage on Surface road
207	Carriage on Un Surface road
208	Loading & Unloading
209	RCC SLAB CULVERT(1MX1M)
210	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
211	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
212	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
213	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
214	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)
215	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.
216	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
217	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
218	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
219	Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
220	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
221	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
222	Carriage on Surface road
223	Carriage on Un Surface road
224	Loading & Unloading
225	Steel
226	Carriage on Surface road
227	Carriage on Un Surface road
228	Loading & Unloading
229	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
230	Taking the density of sand=1840kg/m3
231	Carriage on Surface road
232	Carriage on Un Surface road
233	Loading & Unloading
234	Carriage of Non- stock materials by mechanical means(Stone chips):
235	Taking the average density of stone chips = 1870kg/cum
236	Carriage on Surface road
237	Carriage on Un Surface road
238	Loading & Unloading
239	Carriage of Non- stock materials by mechanical means(Stone):
240	Taking density of Stone :2200kg/m3
241	Carriage on Surface road
242	Carriage on Un Surface road
243	Loading & Unloading
244	RCC SLAB CULVERT(2MX2M)
245	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
246	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
247	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
248	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
249	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)
250	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.
251	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
252	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
253	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
254	Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
255	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
256	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
257	Carriage on Surface road
258	Carriage on Un Surface road
259	Loading & Unloading
260	Steel
261	Carriage on Surface road
262	Carriage on Un Surface road
263	Loading & Unloading
264	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
265	Taking the density of sand=1840kg/m3
266	Carriage on Surface road
267	Carriage on Un Surface road
268	Loading & Unloading
269	Carriage of Non- stock materials by mechanical means(Stone chips):
270	Taking the average density of stone chips = 1870kg/cum
271	Carriage on Surface road
272	Carriage on Un Surface road
273	Loading & Unloading
274	Carriage of Non- stock materials by mechanical means(Stone):
275	Taking density of Stone :2200kg/m3
276	Carriage on Surface road
277	Carriage on Un Surface road
278	Loading & Unloading
279	RCC SLAB CULVERT (3MX3M)
280	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
281	Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
282	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
283	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
284	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)
285	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.
286	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
287	Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
288	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
289	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
290	Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
291	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
292	Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
293	Carriage on Surface road
294	Carriage on Un Surface road
295	Loading & Unloading
296	Steel
297	Carriage on Surface road
298	Carriage on Un Surface road
299	Loading & Unloading
300	Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
301	Taking the density of sand=1840kg/m3
302	Carriage on Surface road
303	Carriage on Un Surface road
304	Loading & Unloading
305	Carriage of Non- stock materials by mechanical means(Stone chips):
306	Taking the average density of stone chips = 1870kg/cum
307	Carriage on Surface road
308	Carriage on Un Surface road
309	Loading & Unloading
310	Carriage of Non- stock materials by mechanical means(Stone):
311	Taking density of Stone :2200kg/m3
312	Carriage on Surface road
313	Carriage on Un Surface road
314	Loading & Unloading Please Enable Macros to View BoQ information

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