Tender For Construction Of Open Well, Pipeline And Tank Work With Solar System For Dingela Rajput Basti And Wala Bhil Basti Under Single Point Responsibility Basis With One Year Defect Liability Period Under Dmft 17 Gc Block Delwara Division Nathdwar
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Bid Submission
28 Sep 2026
0 days left
EMD
16617
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rajsamand → Rajasthan
EMD Exemption
Not Available
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Not Available
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Project Description
Tender for Construction Of Open Well, Pipeline And Tank Work With Solar System For Dingela Rajput Basti And Wala Bhil Basti Under Single Point Responsibility Basis With One Year Defect Liability Period Under Dmft 17 Gc Block Delwara Division Nathdwara
BOQ
| Sl. No. | Item Description |
| 1 | Constuction of open well 4.0 m dia and 22 m deep Dingela |
| 2 | Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kind of soil. |
| 3 | From 0 m to 2.5 m BGL |
| 4 | Ordinary rock |
| 5 | From 2.5 m to 5 m BGL |
| 6 | Hard rock (requiring blasting) |
| 7 | From 5 m to 6 m BGL |
| 8 | From 6 m to 20 m BGL |
| 9 | Add extra over item No. 2.39.1 for every additional lift of 1.5 Mtr. or part thereof : In all kind of soils. |
| 10 | In All Kind of soil |
| 11 | From 1.5 m to 2.5 m BGL |
| 12 | Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock. |
| 13 | From 2.5 m to 3 m BGL |
| 14 | From 3 m to 4.5 m BGL |
| 15 | From 4.5 m to 6 m BGL |
| 16 | From 6 m to 7.5 m BGL |
| 17 | From 7.5 m to 9 m BGL |
| 18 | From 9 m to 10.5 m BGL |
| 19 | From 10.5 m to 12 m BGL |
| 20 | From 12 m to 13.5 m BGL |
| 21 | From 13.5 m to 15 m BGL |
| 22 | From 15 m to 16.5 m BGL |
| 23 | From 16.5 m to 18 m BGL |
| 24 | From 18 m to 19.5 m BGL |
| 25 | From 19.5 m to 21 m BGL |
| 26 | From 21 m to 22 m BGL |
| 27 | Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering. |
| 28 | From 6 m to 7.5 m BWL |
| 29 | From 7.5 m to 9 m BWL |
| 30 | From 9 m to 10.5 m BWL |
| 31 | From 10.5 m to 12 m BWL |
| 32 | From 12 m to 13.5 m BWL |
| 33 | From 13.5 m to 15 m BWL |
| 34 | From 15 m to 16.5 m BWL |
| 35 | From 16.5 m to 18 m BWL |
| 36 | From 18 m to 19.5 m BWL |
| 37 | From 19.5 m to 21 m BWL |
| 38 | From 21 m to 22 m BGL |
| 39 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 40 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 41 | Add extra for shuttering in circular work (in respective centering and shuttering items) 20% |
| 42 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 43 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 44 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. |
| 45 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 46 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 47 | Extra if square,rectangular hollow tubelar sections are used or grillmade by flats only |
| 48 | Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in: |
| 49 | Cement Mortar 1:4 ( 1 cement : 4 Sand ) |
| 50 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : |
| 51 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 52 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : |
| 53 | 20 mm thick |
| 54 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: |
| 55 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 56 | Painting one thin coat with white lead of approved brand and manufacture on wet or patchy portion of plastered surfaces. |
| 57 | New steel work ( two or more coats) |
| 58 | Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. |
| 59 | Deepning of existing open well Arniya kakar |
| 60 | Hard rock (requiring blasting) |
| 61 | From 12 m to 20 m BGL |
| 62 | Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock. |
| 63 | From 12 m to 13.5 m BGL |
| 64 | From 13.5 m to 15 m BGL |
| 65 | From 15 m to 16.5 m BGL |
| 66 | From 16.5 m to 18 m BGL |
| 67 | From 18 m to 19.5 m BGL |
| 68 | From 19.5 m to 20 m BGL |
| 69 | Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering. |
| 70 | From 12 m to 13.5 m BWL |
| 71 | From 13.5 m to 15 m BWL |
| 72 | From 15 m to 16.5 m BWL |
| 73 | From 16.5 m to 18 m BWL |
| 74 | From 18 m to 19.5 m BWL |
| 75 | From 19.5 m to 20 m BWL |
| 76 | Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in: |
| 77 | Cement Mortar 1:4 ( 1 cement : 4 Sand ) |
| 78 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : |
| 79 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 80 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : |
| 81 | 20 mm thick |
| 82 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: |
| 83 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 84 | Painting one thin coat with white lead of approved brand and manufacture on wet or patchy portion of plastered surfaces. |
| 85 | New steel work ( two or more coats) |
| 86 | Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. |
| 87 | Providing & Installation pumpsets for pumping water. |
| 88 | Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\\" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. |
| 89 | 50 mm dia |
| 90 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. |
| 91 | 3 core 4.0 Sq.mm |
| 92 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 93 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 94 | 80 mm dia |
| 95 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. |
| 96 | 10.0 Sq.mm, 4 core |
| 97 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 98 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 99 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. |
| 100 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 80 mm |
| 101 | Providing, laying and jointing Pipe Line at RWSS DINGELA |
| 102 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. |
| 103 | 90 mm dia PE-80 PN-10 |
| 104 | 90 mm dia PE-80 PN-06 |
| 105 | Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\\" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. |
| 106 | 50 mm dia |
| 107 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 108 | Manually Operated CI Sluice valve of Class PN-1.0 Size 80 mm |
| 109 | Manually Operated CI Sluice valve of Class PN-1.0 Size 100 mm |
| 110 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 111 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 112 | Ordinary rock |
| 113 | Hard rock(blasting prohibited) |
| 114 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 115 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. |
| 116 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 117 | Plain ended CI specials including tail piece, spigot end and socket end. |
| 118 | Up to 300 mm dia |
| 119 | Construction of RCC GLSR at 30 KL AND 25 KL |
| 120 | Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - |
| 121 | a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). |
| 122 | i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 123 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III and SBC18T/sqm |
| 124 | 30 KL Capacity Rajput basti Dingela |
| 125 | 25 KL Capacity Wala Bhil Basti Dingela |
| 126 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 127 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 128 | 100 mm |
| 129 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. Rates are exclusive of GST. |
| 130 | 100 mm |
| 131 | 150 mm |
| 132 | Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 133 | In all type Soil |
| 134 | 80 mm to 100 mm |
| 135 | Solar Pump set installation at proposed source Dingela |
| 136 | Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation of PV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document.Rate is exclusive of GST. |
| 137 | Providing, installation, testing and commissioning of AC submersible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps..Solar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge.Rates are exclusive of GST. |
| 138 | 7.5 KW (10.0 HP) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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