Tender For Urgent Laying Of 355Mm Line From Hotel Raj Resort To Rawanfond Pumping Station For Osia Lifestyle Complex And Re-Construction Of Damaged Composite Manholes In Comba Near Sulabh In Margao Town.
Tender Value
1.80 Crore
Estimated cost
Bid Submission
02 Nov 2026
8 days left
EMD
3.60 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Urgent Laying Of 355Mm Line From Hotel Raj Resort To Rawanfond Pumping Station For Osia Lifestyle Complex And Re-Construction Of Damaged Composite Manholes In Comba Near Sulabh In Margao Town.
BOQ
| Sl. No. | Item Description |
| 1 | Supplying, of HDPE pipes at store or site of work including loading & unloading stacking, transit insurance etc. Complete bearing ISI mark conforming to IS: 14333 - 1996 and made from PE 100 resin Class IV (6kg/cm2) normal dia in mm h. 355 MM dia |
| 2 | Jointing of HDPE pipes by heating the two ends of the pipe with electrically heated mirror, to the required temperature, including the hire charges of heating mirror and the generator set for the electricity for the heating mirror, etc. complete as per the direction of the engineer in- charge normal Dia in mm 355 mm Dia |
| 3 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge i. 355 mm dia |
| 4 | Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour , tools etc, and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench surface by utilising the serviciable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge. |
| 5 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : All kinds of soil Lift 0-1.50m |
| 6 | Earthwork in excavation over areas in saturated soil (exceeding 0.30 m depth up to a depth of 0.60 m) including disposal of excavated earth,upto a lift of 1.5 m & within a lead of 50m to be neatly dressed leveled, as directed by the Departmental Officer. excluding planking, timbering in trenches and dewatering.Extra for earthwork excavated in saturated soil for every 0.30 m. depth or part thereof over 0.60 m. depth. Extra for additional depth of 1.5 m or part thereof in saturated soil . |
| 7 | 0.60 to 0.90m |
| 8 | 0.90m to 1.20m |
| 9 | 1.2m to 1.50m |
| 10 | 1.50m to 1.80m |
| 11 | 1.80m to 2.10m |
| 12 | 2.10m to 2.40m |
| 13 | 2.40m to 2.70m |
| 14 | 2.70m to 3.00m |
| 15 | 3.00m to 3.30m |
| 16 | 3.30m to 3.60m |
| 17 | 3.60m to 3.90m |
| 18 | 3.90m to 4.20m |
| 19 | 4.20m to 4.50m |
| 20 | Add extra for excavation in or under water and onliquid mud including cost of pumping and complete(extra rate per cu.m. of excavation qty. in saturatedsoil strata considering actual water table levelduring the construction as datum ) |
| 21 | Excavation work upto 3.00m. depth from datum |
| 22 | Excavation work upto 4.50 m depth from datum(measured from saturated soil/ strata level). |
| 23 | Dewatering the trenches and bailing out water including removal of slush, mud etc. for any depth and disposal of pumped mud, water, slush to suitable point not forming circuit of return of pumped water to the very trench, by employing diesel generated pump |
| 24 | Closed planking in trenches including strutting and shoring, packing cavities (wherever required) complete for sewerage works in saturated soil strata. 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size and applying the frame & cover with coal tar.) c. For works of depth upto 4.50m |
| 25 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 26 | Refilling the pipeline/foundation trenches plinth sides,foundation etc with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth directed by Engineer-in-charge. |
| 27 | Plugging of manhole both from upstream and pumping of Sewage from upstream or downstream sides while carrying out rectification of the Sewerlines /removing chokeup with sand bags and removing the same plugging after completion of the said work and making way for the smooth flow of sewage as directed by Engineer-in-charge. |
| 28 | Desilting the sewer lines through jetting and suction machines including cleaning, barricading, and reconstruction of Manholes for section isolation by plugging and flow stoppage, setting up the over-pumping arrangements, traffic management jetting and dislodging. of accumulated silt from the pipelines, removal of silt through suction hose, disposal of removed silt upto a distance of 20 Km, necessary temporary repairs of sewers to stop locational collapses, ingress of ground water in the desilted section of the pipelines all complete as per the instructions of the Engineer-in-charge. In line with the specifications prescribed in lndSTT:201-2018: Code of Practice for Cured in Pl ace Pipe Technique Suiting Indian Conditions:Appendix B 1.7.2 for projects with the scope on running meter de- silting estimate with diameter |
| 29 | 225-300 mm dia line |
| 30 | 800-900 mm dia |
| 31 | for projects with the scope on Orignal on volomatric estimateon de- silting |
| 32 | Pumping the Sewage from upstream Sewers to downstream to prevent overflow's when Sewer fails to function or when in case of major faults and when the line has to be rectified as directed by Engineer-in-charge, until rectification work is started. |
| 33 | Construction of manholes conical in shape at top including laying cement concrete 1:1.5:3 (1cement:1.5coarse sand:3graded stone aggregate 20mm nominal size) at base thickness of concrete as per diagram and offset 15cm and PCC 1:2:4 (1cement:2coarse sand :4graded stone aggregate 20mm nominal size)in vertical and conical wall with first class brick work in cement mortar 1:3 (1cement:3 coarse sand) with bricks of class designation 100 kg/sq.cm (wire cut bricks) incl.fixing C.I.footrests confirming to IS 5455/69 or revised whose weight shall not be less than 5.30kg including fixing in manhole at 30cm c/c staggered in 20x20x15cm cement concrete blocks 1:2:4 (1cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) and 12mm thick plaster with cement morter 1:3 (1 cement:3 coarse sand) inside and outside with water proofing compound and a floating coat of neat cement & providing and fixing C.I.manhole frame and cover 50cm dia heavy duty both weighing 230kgs in cement concrete 1:2:4 (1cement:2coarse sand:4 graded stone aggregate 20mm nominal size) and applying the frame and cover with coal tar and making channels in cement concrete 1:2:4 ( 1 cement : 2 Coarse sand: 220 4 graded stone aggregate 20mm nominal size) and neatly finished complete as per standard design.Cost of manhole inclusive of frame cover & footrest. |
| 34 | 1500mm dia x 4000 to 4500mm depth |
| 35 | 1500mm dia x 4500 to 5000mm depth |
| 36 | Providing 2mm thick M.S clamp welded with ISA 25x25x6mm at ends including appliation of bonding solution such as SR solvent of fevicol or Dr fixit or any other equivalent product including fixing with necessary nut, bolts and applying a coat of red oxide etc. complete as per directed by Engineer-in-charge 355 mm dia |
| 37 | Providing and laying in position cement concrete below foundation M15(1:2:4) (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : |
| 38 | Centering & shuttering including strutting propping & removal of forms for: Foundations, Footings, Bases for columns |
| 39 | Providing and laying reinforced cement concrete of grade M-25 (Mix design) with coarse sand & graded granatic or basaltic stone Aggregate 20 mm nominal size as per mix design requirment excluding plastering & cost of centering/shuttering & reinforcement. including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the direction of the Engineer in charge. M-25 grade of reinforced cement concrete by using 410 kg of cement per cu.m of concrete. All works upto floor five level. |
| 40 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 41 | CI Cover with frame heavy duty |
| 42 | C.I. Cover & Frame 200x200mm |
| 43 | C.I. Cover & Frame 900x750mm |
| 44 | SupFixed type Manual Coarse Bar Screen Suitable fpr channel dimension Channel Width:1000mm, Channel Depth:1000mm, Water Depth:700mm, Bar spacing:40mm, Angle inclination:60degree M.O.C:SS304 |
| 45 | Stainless Steel 304 Face Wall mounted Sluice Gate Size 1000mm(w) x 900mm (h) suitable for 1.33m seating operating water head, 1.63m CL-Pl distance , Manually Operated with indicating arrangement, Flush bottom closure, Rising Spindle type, Platform mounted close top frame. |
| 46 | Providing and fixing C.I. foot rest having minimum weight 5.3 kgs in manhole with 20x20x10cm cement concrete blocks 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) as per standard design. |
| 47 | supplying of laterite stone soling of size 150-200 mm and murum having P.I value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering & consolidation of binding material etc (measurements shall be considered on finished item) |
| 48 | providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m per 100 sq m grouting with hot bitumen straight run bitumenfor with such bituminous material of grade and type as specified by the Engineer-in-charge at 5.0 kg per sq.m binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m per 100 sq.m including providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 cu.m bucket capacity to the specified levels,grade and cross fall using type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513 |
| 49 | providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503 Bitumen 80/100 @ 0.20 kg/sq.m' |
| 50 | providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix,transported to site with all leads laid over a previously prepared surface with sensor paver finsiher to the required grade, level and alignment and rolled with smooth wheeled roller and vibratory roller to achieve the desired compaction including providing antistripping agent @ 0.5% of bitumen content, as per MoRT&H specifications clause 504 grade-I(40mm nominal size)@ 3.3% of bitumen-Mix Antistripping agent @ 0.5% of bitumen content |
| 51 | providing and laying 30 mm thick bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings premixed with bituminious binder at 6.5% by weight of total mix and filler incl.providing antistripping agent @ 0.50% of bitumen content of transpoting the hotmix to work site with all leads and applying a tack coat @ 3.75 kg/10sq.m with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power finisher with sensor or control to the required grade ,level and alignment, rolling with smooth wheeled vibratory or tandem rollers to achieve the desired compaction as per MORT&H specifications clause 509 and 503. Antistripping agent @ 0.5% of bitumen content |
| 52 | As per Circular No.3-3-05/SSW-PWD/Vol-I/2022-23/391 Dt.13/03/2023 for Adoption of percentage increase in rates for working of sewerage works under unhygenic conditions - 10% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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