Tender For In-Situ Up-Gradation Of Bus Terminal At Jagatsinghpur Municipality As Model Bus Stand In The District Headquarter Ulb Of Jagatsinghpur District., Jagatsinghpur-Odisha

TDR : 38614511

Tender Notice
BOQ

Expired

Jagatsinghpur , Odisha

Tender Brief : Tender For In-Situ Up-Gradation Of Bus Terminal At Jagatsinghpur Municipality As Model Bus Stand In The District Headquarter Ulb Of Jagatsinghpur District.

Document Fees
₹ 10000 /-

EMD
₹ 1236000.0 /-

Tender Value
₹ 12.35 Crore /-

Submission Date
27-07-2023

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	CIVIL WORKSClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
2	Bus Bay
3	Terminal Building-A
4	Terminal Building-B
5	Terminal Building-C
6	Service Building
7	External Development- Internal Road & pathways
8	Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-30 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete as per the direction of the Engineer-in-charge. (Length of pile for payment shall be measured upto to the bottom of pile cap)
9	300 mm dia upto 6 Mtr depth
10	Bus Bay
11	Terminal Building-A
12	Terminal Building-B
13	Terminal Building-C
14	Service Building
15	300 mm dia beyond 6 Mtr depth
16	Bus Bay
17	Terminal Building-A
18	Terminal Building-B
19	Terminal Building-C
20	Service Building
21	Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods maximum 5cm to 7cm & laying in layers not exceeding 0.3m depth for the work complete including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess ,Hire & Running charges of thewater pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge.
22	Upto 1.5 Mtr Depth
23	Bus Bay
24	Terminal Building-A
25	Terminal Building-B
26	Terminal Building-C
27	Service Building
28	Gate Complex with Security Room
29	External Development- Site Grading Works
30	External Development- Outdoor Parking Facilities
31	External Development- Internal Drain
32	External Development- Boundary Wall
33	Supplying and stacking of good earth at site obtained from approved borrow pits including including carriage by mechanical means fromwithin a specified Lead from from the site, including loading, unloading to approved dumping ground or as approved /directed by Engineer-in-charge, including cost of equipments/ labour, conveyance, royalty, T&P etc. as per the direction of Engineer-in-charge. ((earth measured in stacks will be reduced by 20% for payment).
34	External Development- Site Grading Works
35	Filling available (excavated or stacked at site) earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering etc.all complete as per the direction of Engineer-in-charge.
36	External Development- Site Grading Works
37	Disposal of building rubbish / malba /rock/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approveddumping ground or as approved /directed by Engineer-in-charge, including all lifts involved.etc as per the direction of Engineer-in-charge.
38	Bus Bay
39	Terminal Building-A
40	Terminal Building-B
41	Terminal Building-C
42	Service Building
43	External Development- Site Grading Works
44	External Development- Outdoor Parking Facilities
45	External Development- Internal Drain
46	External Development- Boundary Wall
47	Supplying, diluting and preparing chemical emulsion like CHLORPYRIPHOS or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-constructional anti termite treatment and creating a chemical barrier under and around wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building,surrounding the pipes and conduits etc. complete at the rate of 7.5 liters (or as directed by the manufacturer) per sqm on vertical and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center etc.complete as per IS:6313/1981(Part-II) and asper the direction of theEngineer -in-charge including all cost of materials, labour and T&P etc all complete.
48	Bus Bay
49	Terminal Building-A
50	Terminal Building-B
51	Terminal Building-C
52	Service Building
53	Gate Complex with Security Room
54	Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
55	Bus Bay
56	Terminal Building-A
57	Terminal Building-B
58	Terminal Building-C
59	Service Building
60	Gate Complex with Security Room
61	External Development- Outdoor Parking Facilities
62	External Development- Internal Drain
63	External Development- Boundary Wall
64	Cement concrete of proportion (1:4:8) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6\") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.
65	Bus Bay
66	Terminal Building-A
67	Terminal Building-B
68	Terminal Building-C
69	Service Building
70	Gate Complex with Security Room
71	External Development- Outdoor Parking Facilities
72	External Development- Internal Drain
73	External Development- Boundary Wall
74	Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.
75	Bus Bay
76	Terminal Building-A
77	Terminal Building-B
78	Terminal Building-C
79	Service Building
80	Gate Complex with Security Room
81	Plain cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties of all materials with labour,labour cess and T&P etc. required for the work complete as per the direction of the Engineer-in-charge.
82	External Development- Internal Drain
83	Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.
84	Bus Bay
85	Gate Complex with Security Room
86	External Development- Internal Drain
87	External Development- Boundary Wall
88	Providing, lifting, hoisting and layingin position machine batched , machine mixed and machine vibrated design mix cement concrete of M-30 including the cost of Centering and Shuttering (minimum cement content not less than 403Kg/ Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement
89	R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
90	Bus Bay
91	Terminal Building-A
92	Terminal Building-B
93	Terminal Building-C
94	Service Building
95	Gate Complex with Security Room
96	External Development- Outdoor Parking Facilities
97	External Development- Internal Drain
98	External Development- Boundary Wall
99	R.C.C. Grade beams
100	Bus Bay
101	Terminal Building-A
102	Terminal Building-B
103	Terminal Building-C
104	Service Building
105	Gate Complex with Security Room
106	External Development- Boundary Wall
107	R.C.C. Beams, columns, grider and bressmer etc.
108	Ground Floor
109	Bus Bay
110	Terminal Building-A
111	Terminal Building-B
112	Terminal Building-C
113	Service Building
114	Gate Complex with Security Room
115	External Development- Outdoor Parking Facilities
116	External Development- Boundary Wall
117	First Floor
118	Terminal Building-A
119	Terminal Building-B
120	Terminal Building-C
121	Service Building
122	Gate Complex with Security Room
123	Terrace
124	Terminal Building-A
125	Terminal Building-B
126	Terminal Building-C
127	R.C.C. Floor and Roof slab, landing, balconies up to 4.3Mtr. Height.
128	Ground Floor
129	Bus Bay
130	Terminal Building-A
131	Terminal Building-B
132	Terminal Building-C
133	Service Building
134	Gate Complex with Security Room
135	First Floor
136	Terminal Building-A
137	Terminal Building-B
138	Terminal Building-C
139	Service Building
140	Terrace
141	Terminal Building-A
142	Terminal Building-B
143	Terminal Building-C
144	R.C.C. Lintels.
145	Ground Floor
146	Terminal Building-A
147	Terminal Building-B
148	Terminal Building-C
149	Service Building
150	Gate Complex with Security Room
151	First Floor
152	Terminal Building-A
153	Terminal Building-B
154	Terminal Building-C
155	Service Building
156	Terrace
157	Terminal Building-A
158	Terminal Building-B
159	Terminal Building-C
160	R.C.C.Fins
161	First Floor
162	Terminal Building-B
163	Terminal Building-C
164	R.C.C.Chajjas
165	Ground Floor
166	Gate Complex with Security Room
167	First Floor
168	Service Building
169	Terrace
170	Terminal Building-A
171	Terminal Building-B
172	Terminal Building-C
173	R.C.C. Staircase
174	Ground Floor
175	Terminal Building-A
176	Terminal Building-B
177	Terminal Building-C
178	Service Building
179	First Floor
180	Terminal Building-A
181	Terminal Building-B
182	Terminal Building-C
183	R.C.C. Walls
184	External Development- Internal Drain
185	Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. includingbending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge.
186	Ground Floor
187	Bus Bay
188	Terminal Building-A
189	Terminal Building-B
190	Terminal Building-C
191	Service Building
192	Gate Complex with Security Room
193	External Development- Outdoor Parking Facilities
194	External Development- Internal Drain
195	External Development- Boundary Wall
196	First Floor
197	Terminal Building-A
198	Terminal Building-B
199	Terminal Building-C
200	Service Building
201	Gate Complex with Security Room
202	Terrace
203	Terminal Building-A
204	Terminal Building-B
205	Terminal Building-C
206	Design & Execution of Post Tensioning works including decoiling the strands, cutting to the required lengths, supplying and laying of HT strands, sheathing(GI corrugated ducts 80mm x 20 mm0.30 mm thick) jointingwith couplers, and inserting the strands, profiling, fixing live end anchorages including the supply of stressing anchorages suitable for 5- 5&5-4Tendons,groutvents,makingdead endanchoragesincludingfloweringthe strands, fixing tendon support bars, supervisingthefixingofantibursting reinforcement, stressing the cables, end trimming,groutingthecableswithcement andadmixtures,withrequiredPlant& Machineries, tools and tackles, consumables etc., including obtaining approval from client / consultant for the work done as per the requirement of Engineer-In charge at site.
207	Eligibility criteria for PT Vendor1.The PT Agency should have minimum10(Ten)yearsexperience in post – tensioning works.2.The PT Agencymay be either a registeredpartnershipfirmora companylimitedbyshareshaving experience in similar construction and the design Engineer should have minimum 10 years of design experience.3. ThePTVendorShouldPosses DesignExperience&Execution ExperienceMorethan10Yearsin India.4.The PT Systems (Anchorages) shouldbeinuseformorethan10 yearsanditshouldbevalidatedby systems performance test conducted in a registered laboratory (IIT).a) Anchorage efficiencyb) Load transfer test5.PT agency should have the Proprietorshipoftheirsystemsand their assembly.6.Similar kind of PT Projects Completedinthelast3yearsshall form part of the qualification.7.PT Vendor must have completed longspanstructuresmorethan30 meters of minimum 5 projects.(Cement/admixture/ Reinforcementwillbe supplied by the Client/ Main Contractor)
208	Bus Bay
209	Terminal Building-A
210	Terminal Building-B
211	Terminal Building-C
212	Providing rigid & smooth tripple stage centering and shuttering for roof slabs, balconies, pergolas and projection above 7.20m and upto 10.80m heights with all necessary props, bracing, ties and supports with level centering using bituminious paper wherever required, as per the direction of the Engineer -in-charge and dismantling and removing the shuttering after the required interval from the date of casting, including cost of all materials with transportation, loading and unloading etc. and all labour, sundries, T&P scaffolding etc. complete as per the direction of the Engineer-in-charge.
213	Gate Complex with Security Room
214	Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.
215	Ground Floor
216	Terminal Building-A
217	Terminal Building-B
218	Terminal Building-C
219	Service Building
220	Gate Complex with Security Room
221	External Development- Boundary Wall
222	First Floor
223	Terminal Building-A
224	Terminal Building-B
225	Terminal Building-C
226	Service Building
227	Terrace
228	Terminal Building-A
229	Terminal Building-B
230	Terminal Building-C
231	Fly Ash brick masonry in cement mortar (1:4) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.
232	Ground Floor
233	Terminal Building-B
234	Terminal Building-C
235	First Floor
236	Terminal Building-B
237	Terminal Building-C
238	Gate Complex with Security Room
239	Providing fitting and fixing in proper position factory made wooden polymer composite (WPC) door frame having waterproof, termite & borer Proof, no rotting, swell & crack proof, bend & warp resistant properties of size 62 mm x 100 mm (dimension torelance 5 mm, subjected to approval of the EIC, no extra payment will be made for diiference in sizes) conforming to relevant IS specifications, ofapproved design and drawing fitted to the masonary/ concrete wall with anchor bolts of required size including cost of all materials, labour, conveyance, taxes, T&P etc. complete as per direction of Engineer-in-charge. Make:- Ecoste/ Century Ply / equivalent.
240	Ground Floor
241	Terminal Building-A
242	Terminal Building-B
243	Terminal Building-C
244	Service Building
245	Gate Complex with Security Room
246	First Floor
247	Terminal Building-A
248	Terminal Building-B
249	Terminal Building-C
250	Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
251	Ground Floor
252	Terminal Building-A
253	Terminal Building-B
254	Terminal Building-C
255	Service Building
256	Gate Complex with Security Room
257	External Development-Boundary Wall
258	First Floor
259	Terminal Building-A
260	Terminal Building-B
261	Terminal Building-C
262	Service Building
263	Gate Complex with Security Room
264	Terrace
265	Terminal Building-A
266	Terminal Building-B
267	Terminal Building-C
268	Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
269	Ground Floor
270	Terminal Building-A
271	Terminal Building-B
272	Terminal Building-C
273	Service Building
274	Gate Complex with Security Room
275	External Development-Boundary Wall
276	First Floor
277	Terminal Building-A
278	Terminal Building-B
279	Terminal Building-C
280	Service Building
281	Gate Complex with Security Room
282	Terrace
283	Terminal Building-A
284	Terminal Building-B
285	Terminal Building-C
286	Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
287	Ground Floor
288	Bus Bay
289	Terminal Building-A
290	Terminal Building-B
291	Terminal Building-C
292	Service Building
293	Gate Complex with Security Room
294	First Floor
295	Terminal Building-A
296	Terminal Building-B
297	Terminal Building-C
298	Service Building
299	Gate Complex with Security Room
300	Terrace
301	Terminal Building-A
302	Terminal Building-B
303	Terminal Building-C
304	Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning and bitumen coating including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
305	External Development- Internal Drain
306	Providing average 40mm thick grading Concrete with (1:2:4) using 6mmhard granite chips mixing of water proofing cement compound of approved quality over top of Roof, Terrace, including cost of scaffolding, scraping and cleaning the roof surface, plastering and finishing smooth to proper slope and gradient including cost of all materials, conveyance, taxes and sundries, T&P etc. All complete in all respect as per direction of the Engineer -in-charge.
307	Bus Bay
308	Terminal Building-A
309	Terminal Building-B
310	Terminal Building-C
311	Service Building
312	Providing & installing two component acrylic modified cementitious waterproofing coating with masterseal 551/ Equivalent over roof slab after carrying out pond test on roof slab, filling all defects, saturating the surface, mixing the products and then application in 2.0 mm thickness (1.8 kg/sqm coverage rate for 1.0 mm thickness) in suitable layers complete in all respect, all materials, tools, plant & labour complete in all respect as per direction of the Engineer -in-charge.
313	Terminal Building-A
314	Terminal Building-B
315	Terminal Building-C
316	Service Building
317	Supplying, fitting and fixingvetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (Johnson/ Somany/ Kajaria/ OASIS/ RAK) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, labour, labour cess, T&P etc. required for the work completein all respect as directed by the Engineer in charge.
318	Ground Floor
319	Terminal Building-A
320	Terminal Building-B
321	Terminal Building-C
322	Gate Complex with Security Room
323	First Floor
324	Terminal Building-A
325	Terminal Building-B
326	Terminal Building-C
327	Providing, fitting, fixing vitrified tilesof premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mmColor / Printed series (Homogenous)of approved make (Johnson/ Somany/ Kajaria/ OASIS/ RAK)as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials all labour,labour cess complete in all respects. as per the direction of the Engineer-in-charge.
328	Ground Floor
329	Terminal Building-A
330	Terminal Building-B
331	Terminal Building-C
332	Gate Complex with Security Room
333	First Floor
334	Terminal Building-A
335	Terminal Building-B
336	Terminal Building-C
337	Fixing granite tiles of approved dimension area above 0.4 sqm (20mm thick) in floor, treads of steps and landing on 20mm thick bed of cement mortar (1:4) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials complete in all respects as per direction of Engineer-in-Charge.
338	Ground Floor
339	Terminal Building-A
340	Terminal Building-B
341	Terminal Building-C
342	Service Building
343	First Floor
344	Terminal Building-A
345	Terminal Building-B
346	Terminal Building-C
347	Fixing granite tiles of approved dimension area above 0.4 sqm (20mm thick) in Dados, treads of steps and landing on 12mm thick cement mortar (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge.
348	Ground Floor
349	Terminal Building-A
350	Terminal Building-B
351	Terminal Building-C
352	Service Building
353	First Floor
354	Terminal Building-A
355	Terminal Building-B
356	Terminal Building-C
357	Providing & laying granite stone flooring using 20 mm thickgranite stone slab of approved quality, colour and size above 0.4 Sqm as per IS 14223 in Stair Treads, Risers, planter boxes, window sills etc over an under layer of 20 mm thickcement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443 including cutting to size, laying and joining with white cement slurry and colouring pigment to match the shadeincluding cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing,etc. complete as per the direction of the Engineer-in-Charge.
358	Ground Floor
359	Terminal Building-A
360	Terminal Building-B
361	Terminal Building-C
362	Service Building
363	Gate Complex with Security Room
364	First Floor
365	Terminal Building-A
366	Terminal Building-B
367	Terminal Building-C
368	Providing 50mm thick washed grit finished artificial Stone flooring ( coloured concrete ) on floors of cement concrete(1:2:4) using 12mm size hard broken granite chips including punning & flush pointing the grooves to form patterns as per design in grid of upto 600 x 600 mm ( minimum size ) mixed with pigments of approved colourincuding all cost of labour, material, conveyance, royalities, loading, unloading, T&P etc. complete in all respects as per direction of the Engineer -in-charge.
369	Bus Bay
370	Service Building
371	Providing and fixingcement concrete tiles of average 22 mm thick jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).as per the design & drawing with cost of all materials, labour, conveyance, taxes, T&P etc. All complete as per the direction of Engineer -in-charge.
372	Bus Bay
373	Providing and laying factory made cement concrete (60mm thick) interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
374	External Development-Outdoor Parking Facilities
375	External Development-Internal Road & pathways
376	Providing and laying factory made cement concrete (80mm thick) interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
377	External Development-Internal Road & pathways
378	Supplying & fixing at site factory made/ precast cement concrete kerb stone of M-40 grade including cost of all labours, materials, conveyance, loading and unloading,and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge & MoRTH Clause 408. The rate includes excavation of trenches, laying of foundation concrete &sand & mortar bed etc. as per approved drawings. The work will be executed as per the final approved Cross Section by the EIC.Note : (Measurements will be made by calculating the volume of Kerb stone itself, no other measurements will be taken.)
379	External Development-Internal Road & pathways
380	Providing and fixing ISI marked both side laminated flush door shutters confirming to IS 2202(Part 1) of 32mm thickness with approved colour paint over a coat of primer etc including ISI marked necessary hardware fittings such as, SS Concealed Hinges (6\"), stopper, Door eye & magnet, SS Tower bolt-8\",Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body etc. includingcost of all labours, materials, conveyance, hardware fixing, loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
381	Ground Floor
382	Terminal Building-A
383	Terminal Building-B
384	Terminal Building-C
385	Service Building
386	First Floor
387	Terminal Building-A
388	Terminal Building-B
389	Terminal Building-C
390	Providing and fixing ISI marked both side laminated Double leaf flush door shutters confirming to IS 2202(Part 1) of 35mm thickness with approved colour paint over a coat of primer etc including ISI marked necessary hardware fittings such as, SS Concealed Hinges (6\"), stopper, Door eye & magnet, SS Tower bolt-8\",Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body etc. includingcost of all labours, materials, conveyance, hardware fixing, loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
391	Gate Complex with Security Room
392	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge.
393	Ground Floor
394	Terminal Building-A
395	First Floor
396	Terminal Building-A
397	Supply and fixing of uPVC Sliding glazed Window made outof hollow multi-chambered uPVC sections (FENESTA/NCL VEKA LTD./ Koemmerling or equivalent make)having isolated drainage system with the design 2 Track 2 Panel System. The 2 track outer frame of the window having over all size of 98 x 52 mm (with mosquito mesh) having internal wall thickness of 2.50 mm. The glass sashes / shutters shall be made out of Upvc sectionswith over all size of 42 x 70 mm with internal thickness of 2.50 mm. The mosquito mesh shutterhaving over all size of 25 x 52 mm with internal wall thickness of 2.50 mm. Reinforcement ofgalvonised mild steel with thick ness of 1.50 mm has to put through out the Frame, glass shutter and mesh shutter. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight and unmoved. Single point locking system (called touch lock) made out of casted zamac with white powder coated and locking hook will make of SS 304 grade material. Aluminum guide rail will be fixed on the Bottom part of frame on which the glass shutters will run. The roller will make of nylon an having capacity of 40 - 120 kg depends on glass weight. Finseal will be provided to protect the dust in between closing point & interlocking point of glass & mesh shutters. The Interlock of the uPVC window should be approved by the Engineer-in- charge before fixing. Glass thickness and colour can be changed as per requirement as per the direction of the Engineer-in-charge.
398	Ground Floor
399	Terminal Building-A
400	Terminal Building-B
401	Terminal Building-C
402	Service Building
403	Gate Complex with Security Room
404	First Floor
405	Terminal Building-A
406	Terminal Building-B
407	Terminal Building-C
408	Supply and fixing of uPVC Top Hung glazed uPVC ventilator made outof hollow multi chambered uPVC sections having isolated drainage system with the design Casement (Outside open) The casment frame of the window having over all size of 60 x 52 mm having internal wall thickness of 3.00 mm. The glass panel shall be made out of Upvc sectionswith over all size of 52 x 78 mm with internal thickness of 3.00 mm. Reinforcement of galvonised mild steel with thickness of 1.20 mm has to put throughout the frame, glass panel. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight. Single point locking system (called Cockspur) made out of casted zamac with white powder coated and Friction and Stray Hinges will be made of SS 304 grade material. Multipoint locking system (called Espag) made out of casted zamac with white powder coated can be used if height goes beyond 4.50 feet. The model and brand of theuPvc window shall be approved by the Engineer -in- charge before fixing. Glass thickness and colour will be change as per requirement as per the direction of the Engineer-in-charge.
409	Ground Floor
410	Terminal Building-B
411	Terminal Building-C
412	Service Building
413	Gate Complex with Security Room
414	First Floor
415	Terminal Building-A
416	Terminal Building-A
417	Terminal Building-C
418	Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and designwith cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
419	Terrace
420	Terminal Building-A
421	Terminal Building-B
422	Terminal Building-C
423	Service Building
424	Gate Complex with Security Room
425	External Development-Boundary wall
426	Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, cost of all labour,labour cess, T&P etc. required for the work complete in all respect as per direction of the Engineer-in-charge. (Make-JINDAL )
427	Ground Floor
428	Terminal Building-A
429	Terminal Building-B
430	Terminal Building-C
431	Service Building
432	First Floor
433	Terminal Building-A
434	Terminal Building-B
435	Terminal Building-C
436	Painting two coats with plastic emulsion paint with a approved quality primerto make an even finished surface in all floors and heights to wall surface of approved makeand shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess, T&P etc. complete as per the direction of the Engineer-in-charge.(Make: Asian/ Berger/ ICI or equivalent make duly approved by Engineer-in-charge)
437	Ground Floor
438	Terminal Building-A
439	Terminal Building-B
440	Terminal Building-C
441	Service Building
442	Gate Complex with Security Room
443	First Floor
444	Terminal Building-A
445	Terminal Building-B
446	Terminal Building-C
447	Terrace
448	Terminal Building-A
449	Terminal Building-B
450	Terminal Building-C
451	Wall painting two coats with Weather coat paint (1st quality) exterior grade of approved make & approved shade over a coat of primer to make an even finished surface in all floors and heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge.(Make: Asian/ Berger/ ICI or equivalent make duly approved by Engineer-in-charge).
452	Ground Floor
453	Terminal Building-A
454	Terminal Building-B
455	Terminal Building-C
456	Service Building
457	Gate Complex with Security Room
458	External Development-Boundary Wall
459	First Floor
460	Terminal Building-A
461	Terminal Building-B
462	Terminal Building-C
463	Gate Complex with Security Room
464	Terrace
465	Terminal Building-A
466	Terminal Building-B
467	Terminal Building-C
468	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).
469	Terminal Building-A
470	Terminal Building-B
471	Terminal Building-C
472	Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of buildingstructure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
473	Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checkedby a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.
474	Terminal Building-A
475	Terminal Building-B
476	Terminal Building-C
477	Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in- Charge.
478	Terminal Building-A
479	Terminal Building-B
480	Terminal Building-C
481	Supplying, fitting & fixing of grid mineral fibre ceiling board having size 600 mm x 600 mm x 16 mm of approved design and quality complete with frame and all fitting and fixtures including the cost of all materials, labour, conveyance, taxes, T&P etc. All complete as per the direction of Engineer -in-charge.
482	Bus Bay
483	Terminal Building-A
484	Terminal Building-B
485	Terminal Building-C
486	Hoisting joists and trusses and placing in position including the cost of all materials, cost of all labour, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge.
487	External Development-Outdoor Parking Facilities
488	Providing and fixing of 6 mm thick (minimum) co-extruded UV Protected Multicell Polycarbonate panels with 3 cells - 4 walls structure with panel width of 700 - 900mm and having vertical standing seam at both sides of the panel minimum protruded 15-20mm height for better connector engagement. Panels shall be fixed on Purlin with the Z-type stainless steel fastener and snap on connectors. Panel shall be secured with Snap on connector to interlock the panels shall have 2-4 tooth locking with continuous connector mechanism along with Standing seam to ensure maximum uplift capability. Fasteners shall be fixed on Purlins using minimum 3 self drilling screws for maximum wind uplift capability. Panel shall be sealed with Anti-dust Aluminium tape / Aluminium U Profile(mill finish) for ends.Panels shall be tested against fire as per EN 13501-1:2007 in an international accredited laboratory and classified B-s2, d0. Panel shall be manufactured in a manufacturing facility with approved Quality Assurance procedure as per ISO 9001 & ISO 14001. Multicell Panels shall be fixed over structural steel / MS purlin(shall be paid separately) conforming to the detail technical specifications as below and as per approved colour and directions of Engineer-In-Charge including the cost of cost of all labours, materials, conveyance, loading and unloading, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
489	External Development-Outdoor Parking Facilities
490	Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified upto the specified depth mentioned in the approved Drawing & Design, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (5th Revision).
491	External Development-Internal Road & pathways
492	Construction of granular sub-base by providing Close graded Granular subbase using Grading-IV material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
493	External Development-Internal Road & pathways
494	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of all machineries, etc. all complete as per the direction of the Engineer -in -charge
495	External Development-Internal Road & pathways
496	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
497	External Development-Internal Road & pathways
498	90 Cm Equilateral triangle
499	80 x 60 Cm rectangular
500	Providing and placing in position factory made machine batched & machine mixed Precast RCC Covers on drains of footpath of various sizes, of M-35 grade cement concrete, including cost of centering, shuttering, reinforcement of specified dia TMT bars of Fe 500 grade, neat cement punning on finished surface, properly encased on all edgesand providing 2 Nos. 12 mm dia bar for hooks, includingcost of all labours, materials, conveyance, loading and unloading, royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.

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

Also Visit

Tenders

Odisha Tenders

Construction Tenders

Building Construction Tenders

Building Work Tenders

Disclaimer

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

Top

Tender For In-Situ Up-Gradation Of Bus Terminal At Jagatsinghpur Municipality As Model Bus Stand In The District Headquarter Ulb Of Jagatsinghpur District., Jagatsinghpur-Odisha

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For In-Situ Up-Gradation Of Bus Terminal At Jagatsinghpur Municipality As Model Bus Stand In The District Headquarter Ulb Of Jagatsinghpur District., Jagatsinghpur-Odisha

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us