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| 1 | NIT No.: Date: STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS Rejuvenation of Water Body at Ward No 13, New Bazar, Shaheed Udham Singh Wala, Sunam, District Sangrur, Punjab under AMRUT 2.0 Scheme Volume -3 Project Value:Part-A & B Percentage Rate Rs. 229.97 Lakh O&M Cost Part-C Percentage Rate Rs. 23.13 Lakh. Price Bid December, 2024 NIT No.: Date: Name of Work: Rejuvenation of Water Body at Ward No 13, New Bazar, Shaheed Udham Singh Wala, Sunam, District Sangrur, Punjab under AMRUT 2.0 Scheme Name of Bidder: General Summary S.No Particulars Total Amount (Rs) Capital Works: Percentage Rate |
| 2 | Civil (Part A ) (In Rs): |
| 3 | Electrical (Part B ) (In Rs): |
| 4 | 5 years' O& M (PART-C) (In Rs): Estimate Amount (Part A,B and C ) (In Rs): 25310588.88 Percentage Above/Below/At Par At Par 0.0 % Amount as per percentage quoted, Percentage Rate (Part A, B & C) (Amount in Rs) 25310588.88 Amount In Words 29 Provisional Sum (Not part of bidding) Rs in Lakh = 1.26 Provisional Sum S.no. Description Amt.(Rs. Lakh) |
| 5 | Contingency @ 0.5% on ( C ) |
| 6 | Electrical connection charges Provisional Sum (Not part of bidding) Rs in Lakh 1.26 Rejuvenation of Water Body at Ward No 13, New Bazar, Shaheed Udham Singh Wala, Sunam, District Sangrur,Punjab Under AMRUT - 2.0 S.no. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount(Rs) Capital Works CSR Items ( Part - A)- CIVIL Sub Head-1: Development of Green Spaces and Plantations |
| 7 | 6.2 (a) |
| 8 | 24.6 ( c ) |
| 9 | 10.6(b) (ii) |
| 10 | 14.136 |
| 11 | 14.137 |
| 12 | 10.13 (ii) |
| 13 | 32.9 (a) |
| 14 | 32.13 |
| 15 | 32.18 |
| 16 | 32.51 |
| 17 | 32.26 |
| 18 | 32.57 |
| 19 | 32.75 |
| 20 | 32.13 |
| 21 | 32.14 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth |
| 22 | From Lohand Khad 156 km Bajri : |
| 23 | From Mirthal 243 km |
| 24 | From Mirthal 243 km |
| 25 | From Haryaal 274 km |
| 26 | Difference in Rates of materials |
| 27 | 9997902.66 534887.79231 10532790.45231 Sub Head-2 (a) : Development of Boundary wall And Gate |
| 28 | 10.6(b) (ii) |
| 29 | 10.27 |
| 30 | 15.59 |
| 31 | 10.13 (ii) |
| 32 | 16.17 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth |
| 33 | From Lohand Khad 156 km Bajri : |
| 34 | From Mirthal 243 km |
| 35 | From Mirthal 243 km |
| 36 | From Haryaal 274 km |
| 37 | Difference in Rates of materials |
| 38 | 495599.33689 26514.564523615 522113.901413615 Sub Head-3 : Development of Water Body 25.6 Making dewatering arrangement by pumping set 4\\"x 4\\" (Tractor driven) |
| 39 | 6.19 5.1 (i) Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish. |
| 40 | For subsequent chain per chain of 30 metres upto 0.50 km but up to 120 meters. |
| 41 | 22.25 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth Stone Boulder : |
| 42 | From Mirthal 243 km |
| 43 | From Mirthal Mirthal km Difference in Rates of materials |
| 44 | 2617606.76 140041.96166 2757648.72166 Sub Head- 4 : Construction of Drain 29.1(B) Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. All kinds of soil except rocky |
| 45 | 10.6(b) (ii) |
| 46 | 11.35 |
| 47 | 15.48 |
| 48 | 28.94 |
| 49 | 10.13 (ii) 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth |
| 50 | From Lohand Khad 156 km Bajri : |
| 51 | From Mirthal 243 km |
| 52 | From Mirthal 243 km |
| 53 | From Haryaal 274 km |
| 54 | Difference in Rates of materials |
| 55 | 2850506.66513 152502.106584455 3003008.77171446 Sub Head- 5 :(a) Construction of Settling Zone For pond 1 29.1(B) Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. All kinds of soil except rocky |
| 56 | 10.6(b) (ii) |
| 57 | 15.48 |
| 58 | 10.13 (ii) |
| 59 | 10.15 |
| 60 | 18.18 |
| 61 | 29.55 (b) |
| 62 | 29.46(B) ( g ) 29.47 Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. I NP1, NP2 and P-1 S/S joints pipes having internal dia meter:- |
| 63 | 32.34 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth |
| 64 | From 156 km Bajri : |
| 65 | From 243 km |
| 66 | From Mirthal 243 km |
| 67 | From 274 km |
| 68 | Difference in Rates of materials |
| 69 | 75491.24 4038.78134 79530.02134 Sub Head- 5 :(b) Construction of Settling Zone For pond 2 67198.0 29.1(B) Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. All kinds of soil except rocky 146728.02134 |
| 70 | 10.6(b) (ii) |
| 71 | 15.48 |
| 72 | 10.13 (ii) |
| 73 | 10.15 |
| 74 | 18.18 29.55 Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) with RCC core wall between masonary, R.C.C. top slab 20mm thick using M-20 mix, 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 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 internal dimensions.complete as per standard design. (In water logged area). |
| 75 | 29.46(B) ( g ) 29.47 Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. I NP1, NP2 and P-1 S/S joints pipes having internal dia meter:- |
| 76 | 32.34 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth |
| 77 | From 156 km Bajri : |
| 78 | From 243 km |
| 79 | From Mirthal 243 km |
| 80 | From 274 km |
| 81 | Difference in Rates of materials |
| 82 | 165251.93 8840.978255 174092.908255 Sub Head- 6 : Febricating and fixing Pergola 67198.83 |
| 83 | 18.53 |
| 84 | 14.157 14.157 Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work / CC/ R.C.C. and making good etc.complete. |
| 85 | 16.67 6.6 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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres |
| 86 | 10.15 10.15 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 87 | 18.18 |
| 88 | 18.15 2352107.88 125837.77158 2477945.65158 Capital Works ' CSR based Civil Items ( In Rs) 18554466.0 18554466.47202 992663.95625307 19547130.4282731 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535 992664.0 Total Capital Works Amount after adding 5.35% ( In Rs) 19547130.0 Capital Works Non CSR Items ( Part - A)- Civil Sub Head-2 (a) : Development of Boundary wall And Gate |
| 89 | RUIDP 2023 10.16.1 Sub Head- 5 :(a) Construction of Settling Zone For pond 1 NS Supply, fabrication, fixing & testing of stainless steel (SS-304) manual coarse bar screen size 600 x 1200 with felt bar 40mm x 8mm, spacing of bars 20mm suitable for mounting in channel of 50mmx 25mm or specified size with inclination not more than 30 degree and a movable complete in all respect as per technical specification and direction of Engineer- in -charge. |
| 90 | NS NS Supply, fabrication, fixing & testing of stainless steel (SS-304) manual coarse bar screen size 600 x 1200 with felt bar 40mm x 8mm, spacing of bars 40mm suitable for mounting in channel of 50mmx 25mm or specified size with inclination not more than 30 degree and a movable complete in all respect as per technical specification and direction of Engineer- in -charge. |
| 91 | Sub Head- 5 :(b) Construction of Settling Zone For pond 2 NS Supply, fabrication, fixing & testing of stainless steel (SS-304) manual coarse bar screen size 600 x 1200 with flat bar 40mm x 8mm, spacing of bars 20mm suitable for mounting in channel of 50mmx 25mm or specified size with inclination not more than 30 degree and a movable complete in all respect as per technical specification and direction of Engineer- in -charge. |
| 92 | NS Supply, fabrication, fixing & testing of stainless steel (SS-304) manual coarse bar screen size 600 x 1200 with flat bar 40mm x 8mm, spacing of bars 40mm suitable for mounting in channel of 50mmx 25mm or specified size with inclination not more than 30 degree and a movable complete in all respect as per technical specification and direction of Engineer- in -charge. |
| 93 | Sub Head- 7 : Open GYM and Playing Equipments |
| 94 | NS Capital Works ' Non CSR based Civil Items ( In Rs) 1153845.83 Capital Works ( Part - A) \\" Civil \\" CSR based amount after adding 5.35% ( In Rs) 19547130.0 Non - CSR based amount ( In Rs) 1153845.83 Total : Part - A ( CIVIL ) CSR + Non CSR Amount : ( Rs) 20700975.83 23 Capital Works CSR Items ( Part - B)- ELECTRICAL B GI Pipe Pole & Cement Muff for Lighting Poles; 34.29 A GI PIPE POLES: Supply and erection of G.I. pipe ‘A’ quality of suitable length and dia. confirming to IS:1239 (Part-I) 1979, including fixing up to a given depth below G/L, the hole of excavation about 30cm dia. and given depth to be filled in up to 15cm below G/L with 1:2:4 cement concrete including painting of pole with two coats of approved aluminium paint as required:- |
| 95 | (iii) 34.33 CEMENT CONCRETE MUFFS: (v) Making of cement concrete muff of overall size 450mmdia., suitable length (15cm below ground level) with 1:2:4 cement concrete mixture. The muff is to be made around the steel tubular pole/GI pipe pole. The outer surface of the muff shall be finished with 1:2 cement plaster with two coats of white snowcem complete in all respect as approved and desired by the Engineer in- Charge at site:- |
| 96 | (a) D Cable, Wire & Accessories; 34.10 D XLPE INSULATED UN-ARMOURED CABLES (LOOSE): Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathedUn-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 tobe laid loose in the existing trench or pipe as per PWD General Specifications:- |
| 97 | (iv) 34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES: 34.37 A Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid1mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:- |
| 98 | (ii) 34.33 (vii) Supply and erection of SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772 (Recessed/ On surface), robustly constructed, safe & shock proof, rust & tamper proof of suitable inner & outer dimensions with ± 10% tolerance in size & hinged water tight cover with locking arrangement having 1No. terminal strip with 4Nos. terminals & 1No. Single pole MCB of required capacity fixed on din bar (Din Bar Provision for 2Nos. MCB's) complete in all respect as approved and desired by the Engineer In-Charge at site:- |
| 99 | (a) 34.09 (xii) Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexiblewire with copper conductor cable (ISI marked) confirm to IS:694/1990 left barein pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 100 | (d) 34.38 C Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections. |
| 101 | (iii) |
| 102 | (vi) 34.38 A Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:- |
| 103 | (iii) E Earthing for Feeder Pillars & Poles; 34.13 (xv) Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:- |
| 104 | 34.13 (xx) Capital Works ' CSR based Electrical Items ( In Rs) 1311833.05 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535 70183.0 Total Capital Works Amount after adding 5.35% ( In Rs) 1382016.05 Capital Works Non CSR Items ( Part - A)- Civil Supply, Installation, Testing and Commissioning of the following Items complete in all respect and as per Scope of Work, Specification and as required at site: A Feeder Pillars; |
| 105 | NS C LED Post Top Lighting Fixture for Pole & Gate Lighting; (Ref: RUIDP ISOR 2023, 67.10) Providing & Fixing of IK08 IP65 protected Top/Bottom mounted LED Post top Luminarie made of single piece construction powder coated die cast alluminium housing with UV stabalized Clear / frosted Polycarbonate diffuser and Aluminium anodised with sand blast reflector. The System level Luminous efficacy ≥ 100 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L- N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . Driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 106 | Capital Works 'Non CSR based Electrical Items' (In Rs) 914504.0 Total- Part-B: (Electrical) CSR + Non CSR Amount : (Rs) 2296520.05 2296515.76 4.29000000003725 PART-C: 5 Years' Operation & Maintenance Cost |
| 107 | NS 5 Years' Operation & Maintenance Cost ( Part - C) 2313093.0 |
