Tender For Urgent Shifting Of 150Mm Ductile Iron Pipeline For Reconstruction Of Damaged Slab Culvert On Mdr-33 At Mollem Bazar In Vp Mollem In Sanvordem Constituency
Tender Value
12.09 Lakhs
Estimated cost
Bid Submission
07 Oct 2026
6 days left
EMD
24189
Bank guarantee accepted
Document Fee
5000
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 Shifting Of 150Mm Ductile Iron Pipeline For Reconstruction Of Damaged Slab Culvert On Mdr-33 At Mollem Bazar In Vp Mollem In Sanvordem Constituency
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling old C.I./D.I. Pipes including excavation and refilling trenches after taking out the pipes breaking lead caulked joints melting of lead and making into blocks including stacking of pipes at site lead up to 50 metres at site. |
| 2 | 150mm dia |
| 3 | Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity including the cost of hire charges of mechanical grinder diesel operated electrical generator set suitable for supplying power for the grinder for cutting cost of grinding blades skilled work force fuel etc required for completion of job as per the direction of Engineer- in -charge |
| 4 | 150mm dia |
| 5 | Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. |
| 6 | Flanged Socket |
| 7 | 150mm dia |
| 8 | M.J.Collar |
| 9 | 150mm dia |
| 10 | Double socket branch flange Invert tee (Scour valve) |
| 11 | 150 x 80mm |
| 12 | Double Socket Bend 22.5 Degree |
| 13 | 150mm dia |
| 14 | All Flange Tee |
| 15 | 150 x 80mm |
| 16 | Supplying at store or site of work including railway freight carting loading and unloading stacking etc. Centrifugally cast (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 |
| 17 | 150mm dia |
| 18 | Supplying at store or site of work including railway freight carting loading and unloading stacking etc. welded Ductile Iron double flanged pipes - PN16 horizontally cast conforming to IS: 1537-1960 in Class K-9. |
| 19 | Barrel Length of 0.5 metres |
| 20 | 150mm dia |
| 21 | Barrel Length of 1.0 metres |
| 22 | 150mm dia |
| 23 | Barrel Length of 2.0 metres |
| 24 | 150mm dia |
| 25 | Supplying at store or site of work including railway freight carting loading unloading stacking etc. Cast steel Kinetic double acting Air Valves having body small & large orifice cover as per ASTM A- 216 Gr. WCB. Valve conforming to IS :14845/2000. Isolating sluice valve as per IS : 14846. Low pressure chamber (Large orifice) contains vulcanite covered aluminum ball seats on moulded synthetic rubber ring high pressure chamber with rubber covered aluminium ball seats on small orifice plug of H.T. Brass. Flanges drilled to IS : 1538 PART 4 & 6. Valves are to be tested in different test pressure rating: Body : 30 Kg/cm2 Seat :20 Kg/cm2 Class 150 (class B) |
| 26 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. |
| 27 | Mechanical Compression Collar Coupling |
| 28 | 80mm dia |
| 29 | 100mm dia |
| 30 | 150mm dia |
| 31 | Flanged Socket Tail piece ( Flanged Adaptors) |
| 32 | 80mm dia |
| 33 | 100mm dia |
| 34 | 150mm dia |
| 35 | Transition Collar Coupling |
| 36 | 80mm dia |
| 37 | Long Sleeve Collar Coupling (Cut & Repair Coupling) |
| 38 | 150mm dia |
| 39 | Supplying at store or site of work including railway freight carting loading unloading stacking etc. C. I. Sluice valve conforming to IS : 14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 (Class B ) |
| 40 | 150mm dia |
| 41 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.m on plan including dressing of sides ramming of bottoms for all lead and lift including setting out the excavated soil & disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting prohibited in all conglomerates as directed by the Engineer-in-charge etc, complete. |
| 42 | Cutting the bituminous road for laying the pipeline in trenches including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable 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 in charge. |
| 43 | By Manual Means : |
| 44 | Rural Roads |
| 45 | Conveying carefully from stack at site 250m from both sides rolling and lowering in trenches laying and jointing true to line and level and perfect linking of joints |
| 46 | Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes. |
| 47 | S&S flanged/plain ended specials |
| 48 | Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket oil soft soap and hydraulic testing of jointing as per IS:3144-1985 |
| 49 | 150mm dia |
| 50 | Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the jointsfor pushon tight joints including the cost of work force tools hydraulic testing of joints etc complete as per the direction of the engineer in-charge. |
| 51 | Double socketed specials such as bends collar couplings etc |
| 52 | 80mm dia |
| 53 | 100mm dia |
| 54 | 150mm dia |
| 55 | Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the jointsfor pushon tight joints and including the cost of rubber ring nut bolts for flanged joint including the cost of work force tools hydraulic testing of joints etc complete as per the direction of the engineer in-charge. |
| 56 | Flanged Socket |
| 57 | 80mm dia |
| 58 | 100mm dia |
| 59 | 150mm dia |
| 60 | Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts, as directed by the Engineer in-charge. |
| 61 | 150mm dia |
| 62 | Construction of masonry chamber 90x90x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4 coarse sand) for sluice valve of sizes 100 mm 120 mm 150 mm and 200mm dia with necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation cost of surface cover and all other materials and labour and as per details below) |
| 63 | Without surface box and with 120 mm thick R.C.C. slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 64 | Construction of Reinforcement cement concrete chamber 90x90x150cm inside with 30 cms wall thickness in Cement Concrete 1:2:4 ( 1 cement : 2coarse sand:4 graded granitic or basaltic stone aggrt. 20mm. nominal size ) including centering /shuttering and TMT steel not less than 70kg/cu.m for sluice valves or equivalent main valves of suitable diameter with necessary excavation 15cms thick rubble packing and 10cms thick foundation concrete 1:3:6 ( 1 cement : 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 40 mm nominal size) and inside plastered with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and as per standard drawing (rate is inclusive of earthwork excavationand all other materials and labour as per details above excluding cost of surface chamber cover) as directed by the Engineer in-charge. |
| 65 | Manufacturing Fabricating supplying and fixing in position over the main valve chamber. Two/three shutter M. S. cover manufactured out of 10mm thick M.S.plate size (1.2mx1.2m)with bottom angles of size 65x65x6mm supporting parallel in the middle M.S. I beam of size 125x75 as per requirement & size of chamber with both side extended 20cm to 30cm to be fixed in the wall further supporting Diagonal angles and cross angles of size 65x65x6mm to both way perfectly hinged with 8nos of bar hinges capable to withstand heavy vehicle impact 4 nos. of handles made out of 12mm to 16mmdia bar bottom side locking arrangement for both main shutter as well a side shutter and welded 4 nos. of holdfast of L.S. 65x65x6mm to 40cm-long 4nos of bar hinges of high strength double angles and hold fast should be embedded in reinforcement concrete of 1:2:4 or richer mix incl. Transportation labour Priming coat painting etc. complete As per standard drawing.(10mm thick 1.2m x 1.2m M.S plate surface cover for R.C.C chamber size 90cmx90cmx150cm) as directed by the Engineer in-charge. |
| 66 | Centering and shuttering including struttings propping etc. and removal of formwork for : |
| 67 | Foundations footings bases for columns and mass concrete. |
| 68 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 69 | All works upto plinth level |
| 70 | 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 as directed by Engineer in Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
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