Upgradation Of Existing Infrastructure Facilities I.E. Construction Of Concrete Roads By Replacing Flexible Roads And Construction Of Boundary Wall For Water Works Area At Ifp Old Nabha Under Iid Scheme
Tender Value
4.35 Crore
Estimated cost
Bid Submission
19 Apr 2022
0 days left
EMD
8.72 Lakhs
Bank guarantee accepted
Document Fee
35400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nabha → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Existing Infrastructure Facilities I.E. Construction Of Concrete Roads By Replacing Flexible Roads And Construction Of Boundary Wall For Water Works Area At Ifp Old Nabha Under Iid Scheme
BOQ
| Sl. No. | Item Description |
| 1 | Sub Head - 1: Road Work |
| 2 | Dismantling of bituminous coarses of flexible pavements by mechanical means & disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable & unserviceable materials separately as per technical clause 202 of MORT&H Specifications. |
| 3 | Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to the designated dumping place as per the directions of Engineer in Charge in all respects. |
| 4 | Compaction of earth work & Preparation of Sub-Grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical Clause 305 of MORT&H specifications. |
| 5 | Construction of granular sub base by laying old dismantled material, spreading in uniform layers, with motor grader mixing by mix in placed method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H Specifications. (Except the cost of aggregates as the granular material available as per item no. 1 dismantled from existing roads will be used as GSB). |
| 6 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregated cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 KG/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be leass than 10 MPa at 7 days, mixed in a batching plant, transported to site with transit mixer with lead up to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 7 | Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse & fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to site. laid with a fixed form or slip form paver, spread, compacted & finished in a continuous operation including provision of contraction, expansion, construction & longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, provision of dowel bar & tie rod, admixtures as approved, curing compound, finishing to lines &grades as per clause 602 of MORT&H 5th Revision. |
| 8 | Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects.Above 20mm dia bars. |
| 9 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. |
| 10 | AdvanceDirectionsignboard 1200 x 1200 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 4956-09 and as per IRC 67-2012, fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixingthe same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron posts foundation concrete 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 or MORT&H specification. A 10 years prequalification warranty as per clause 6.9 of IRC 67-2012 for type XI retro reflective sheeting from the manufaturer & a certified copy of test reports from an independent test laboratory confirming to clause 6.7 of IRC 67-2012 including 3 year outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012. |
| 11 | Informatory sign board 600x450mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012. |
| 12 | Sub Head - 2: - Footpaths |
| 13 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to the designated dumping place as per the directions of Engineer in charge complete in all respects. |
| 14 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. |
| 15 | Granular Sub-Base (Table 400-1):-Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specification. |
| 16 | Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer with lead up to 10 km., laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing. |
| 17 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. |
| 18 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications. |
| 19 | Sub Head - 3: - Storm Water Drainage |
| 20 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards,fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works,upto one chain (15m) complete in all respects.Depths upto 2. metreB.G.L.For all classes of soil except rocky |
| 21 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-in-charge.double Road Gully chamberSize 1448mm x 457mm x 800mm |
| 22 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.Inside size 90x150 cm with depth 120cm between bottem of top slab and invert (with manhole cover and frame heavy duty). |
| 23 | Providing, laying in trenches to correct gradient and alignment and jointing ofUPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. Class SN-8, 160 mm o/d pipes. |
| 24 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. completeFor pipes 100 to 250 mm Diametre |
| 25 | Raising RCC slab of all thickness on Man hole chamber to desired height and placing back in position after raising the Manhole (Raising depth of Brick Work and Plaster will be paid separately.)Inside size 75x120 cm |
| 26 | Raising manhole cover and frame slab to required level by constructing new slab including dismantling existing slab and making good the damaged as required including disposal of dismantled material within 100 m. as desired by Engineer-in-Charge (Raising depth of brick work and plaster to be paid separately). |
| 27 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 28 | 12.5 mm thick cementplaster 1:3 with 1mm thick cement rendering on plaster. |
| 29 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 166mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 30 | Sub Head - 4: - Boundary Wall |
| 31 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 CM layers with compaction including disposal of surplus soil as directed with in a lead of 30 meters. |
| 32 | Cement concrete 1:5:10 with 40 mmgauge stone ballast using Concrete mixer volumetric type. |
| 33 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). |
| 34 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain). |
| 35 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibratorbut exculding steel reinforcement centring and shuttering in foundation and plinth. |
| 36 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibratorbut exculding steel reinforcement centring and shuttering in Super structure. |
| 37 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005. |
| 38 | Derived Rate for Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. |
| 39 | Centring and shuttering for parapet, fascias and other similar items including edges. |
| 40 | Iron grated doors, including pintle hinges & arrangements. |
| 41 | Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete.. |
| 42 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade. |
| 43 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 44 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
AI Tender Summary
Tender Timeline
Mar 30, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 19, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 20, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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